CN109035068A - A kind of comprehensive platform for project management - Google Patents
A kind of comprehensive platform for project management Download PDFInfo
- Publication number
- CN109035068A CN109035068A CN201810831459.4A CN201810831459A CN109035068A CN 109035068 A CN109035068 A CN 109035068A CN 201810831459 A CN201810831459 A CN 201810831459A CN 109035068 A CN109035068 A CN 109035068A
- Authority
- CN
- China
- Prior art keywords
- module
- exploration
- ground
- project management
- depth
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Systems or methods specially adapted for specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
Abstract
The invention discloses a kind of comprehensive platforms for project management, including input module, processing module, exploration module, wireless module and database, the input module enters data into processing module, the processing module to exploration module transfer data, the exploration module is stored data in database by wireless module, and the exploration module includes engineering geophysics method, pit slot spy, probing and feeler inspection;The engineering geophysics method is divided into electrical method and two kinds of seismic wave method, and electrical prospecting is by analysis underground geologic bodies resistivity contrasts, to distinguish the geological conditions such as stratum, construction and coating and weathering depth, water content distribution and depth.The present invention is by periodically taking technology the most suitable to carry out ground exploration, administrative staff can also check at any time survey data by mobile device, the stability that ensure that ground, solving the prior art periodically can not carry out the problem of system is comprehensively surveyed, not can guarantee foundation stability to ground.
Description
Technical field
The present invention relates to geological exploration technical field more particularly to a kind of comprehensive platforms for project management.
Background technique
Ground refers to the soil body or rock mass of supporting base below building.Soil layer as building lot is divided into rock, broken
Stone soil, sand, silt, cohesive soil and artificial earth fill.Ground has two class of subsoil and artificial foundation's (composite foundation).Natively
Base is the natural soil layer for being not required to very important person's reinforcing.Artificial foundation needs people's consolidation process, common to have aggregate chips bed course, sand bedding course, mixing
Grey earthen backfill is tamped again.
The processing of ground is highly important in architecture, and the whether secured ground of superstructure is made whether there is or not alternative
With.The ground of building is not good enough, and superstructure is likely to collapse, and says so and is not more, and basement process is main
Purpose is to use various method for processing foundation to improve foundation condition.
Foundation permitted bearing capacity refers to that the settling amount of house and structures does not surpass under conditions of guaranteeing base stabilization
The foundation bearing capacity of feasible value is crossed, in order to guarantee the normal table of ground, needs periodically to survey ground, the prior art
System periodically can not be carried out to ground comprehensively to survey, not can guarantee the stability of ground, for this purpose, it is proposed that a kind of be used for item
The comprehensive platform of mesh management.
Summary of the invention
Technical problems based on background technology, the invention proposes a kind of comprehensive platform for project management, tools
The characteristics of having regular system comprehensively to survey to ground, guaranteeing foundation stability, solving the prior art can not be periodically right
Ground carries out the problem of system is comprehensively surveyed, not can guarantee foundation stability.
The invention provides the following technical scheme: a kind of comprehensive platform for project management, including input module, processing mould
Block, exploration module, wireless module and database, the input module enter data into processing module, the processing module to
Module transfer data are explored, the exploration module is stored data in database by wireless module, the exploration module packet
Include engineering geophysics method, pit slot spy, probing and feeler inspection;
The engineering geophysics method is divided into electrical method and two kinds of seismic wave method, and electrical prospecting passes through analysis underground geologic bodies differential resistivity
Different, to distinguish the geological conditions such as stratum, construction and coating and weathering depth, water content distribution and depth, earthquake is surveyed
Visit fluctuation Underground geological structure, coating and the weathering depth for utilizing geologic body medium;
The pit slot spy is exactly manually or machinery excavates prospect pit, exploratory trench, vertical shaft, adit or big diameter borehole, so as to straight
The contact relation between the native state and each stratum of observation rock-soil layer is connect, and the original state ground close to virtual condition can be taken
Sample makees Rock And Soil in-situ test using pit slot;
It is described probing be with drill bit creep into stratum, be drilled in stratum diameter it is smaller and with suitable depth round hole,
The title aperture suitable for reading of drilling, bottom claims bottom hole, and surrounding claims hole wall, and the diameter of borehole profile claims aperture, from aperture to bottom hole away from
From referred to as hole depth, the diameter of drilling is 75~150mm, and the direction of drilling is vertically downward or at inclined inclined hole;
The feeler inspection includes dynamic sounding and static sounding, the iron hammer of dynamic sounding constant weight, from certain altitude from
By falling, pop one's head in hammering insertion soil, blow counts needed for certain depth in measurement probe injection soil, several how much judgements hit
The property of soil, static sounding principle are continuously pressed into soil by metal probe static(al) with certain speed, suffered by measurement probe
The resistance arrived, the specific penetration resistance obtained and physical and mechanical parameter establish correlativity.
Preferably, the input module includes phase of exploration module, place module and exploration point module.
Preferably, the phase of exploration module includes feasibility study prospecting, elementary exploration and reconnoitres in detail, described feasible
Journal of Sex Research prospecting is for sanitary landifll, the suitability in proposed place, and the elementary exploration is for determining building general layout
And basic scheme, the detailed prospecting are used for construction drawing design, detailed engineering geological data and parameter.
Preferably, the place module includes simple place, medium complex site and complex site.
Preferably, the simple place refers to that seismic fortification intensity is equal to or less than 6 degree or to building aseismicity beneficial zone,
Baleful geological processes agensis, geological environment are not damaged substantially, and topography and geomorphology is simple.
Preferably, the medium complex site refers to the location unfavorable to building aseismicity, and baleful geological processes are generally developed,
Geological environment may be destroyed or generally, and topography and geomorphology is more complex, and basis is located at level of ground water place below.
Preferably, the complex site refers to the location to building aseismicity danger, baleful geological processes intense development, geology
Environment may be destroyed or strongly, and topography and geomorphology is complicated, the multi-layer Underground Water for the engineering that has an impact, Karst-fissure water or its
His complicated hydrogeological conditions, the place for needing to specialize in.
Preferably, the exploratory spot classification includes general exploratory spot and controlling exploratory spot, general exploratory spot requirement
It can control the main stress layer of ground, controlling exploratory spot requires to can control the calculating depth of ground compression layer.
Preferably, the output end of the processing module and the input terminal of input module are unidirectionally electrically connected, the processing mould
Block and the two-way qualitative connection of database.
Preferably, by being wirelessly connected, the mobile device includes tablet computer, hand for the wireless module and mobile device
The electronic equipments such as machine.
The present invention provides a kind of comprehensive platforms for project management, and the prospecting rank of ground is inputted by input module
The data such as section, Site Type, exploration vertex type, exploration engineering the most suitable is selected after processing module is handled, explores skill
Art includes engineering geophysics method, pit slot is visited, probing method and feeler inspection, engineering geophysical method advantage are simply rapidly that pit slot, which visits advantage, is
Intuitively, it can use undisturbed, drill the most commonly used, depth hereinafter, soil layer division can be carried out, determines level of ground water up to hundred meters, can
Sampling and other in-situ tests by periodically taking technology the most suitable to carry out ground exploration, and survey data are stored in
It is compared and analyzed in database, administrative staff can also check at any time survey data by mobile device, ensure that the steady of ground
Qualitative, solving the prior art periodically can not carry out the problem of system is comprehensively surveyed, not can guarantee foundation stability to ground.
Detailed description of the invention
Fig. 1 is present system schematic diagram.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Referring to Fig. 1, the present invention provides a kind of technical solution: a kind of comprehensive platform for project management, including input
Module, processing module, exploration module, wireless module and database, input module enter data into processing module, processing module
To exploration module transfer data, exploration module is stored data in database by wireless module, and exploration module includes engineering
Geophysical prospecting, pit slot spy, probing and feeler inspection;
Engineering geophysics method is divided into electrical method and two kinds of seismic wave method, and electrical prospecting passes through analysis underground geologic bodies resistivity contrasts,
To distinguish the geological conditions such as stratum, construction and coating and weathering depth, water content distribution and depth, seismic prospecting benefit
With fluctuation Underground geological structure, coating and the weathering depth of geologic body medium;
Pit slot spy is exactly manually or machinery excavates prospect pit, exploratory trench, vertical shaft, adit or big diameter borehole, directly to see
The contact relation between the native state and each stratum of rock-soil layer is examined, and the original state ground sample close to virtual condition can be taken,
Make Rock And Soil in-situ test using pit slot;
Probing be with drill bit creep into stratum, be drilled in stratum diameter it is smaller and with suitable depth round hole, drilling
Title aperture suitable for reading, bottom claims bottom hole, and surrounding claims hole wall, and the diameter of borehole profile claims aperture, and the distance from aperture to bottom hole claims
Diameter for hole depth, drilling is 75~150mm, and the direction of drilling is vertically downward or at inclined inclined hole;
Feeler inspection includes dynamic sounding and static sounding, the iron hammer of dynamic sounding constant weight, under certain altitude freedom
It falls, pops one's head in hammering insertion soil, blow counts needed for certain depth in measurement probe injection soil, to hit several how much judgements soil
Property, static sounding principle are continuously pressed into soil by metal probe static(al) with certain speed, suffered by measurement probe
Resistance, the specific penetration resistance obtained and physical and mechanical parameter establish correlativity, and input module includes phase of exploration module, place
Module and exploration point module, phase of exploration module include feasibility study prospecting, elementary exploration and prospecting in detail, feasibility study
For sanitary landifll, the suitability in proposed place, elementary exploration is used to determine building general layout and basic scheme for prospecting,
Prospecting is used for construction drawing design, detailed engineering geological data and parameter in detail, and place module includes simple place, medium complexity
Place and complex site, simple place refers to that seismic fortification intensity is equal to or less than 6 degree or to building aseismicity beneficial zone, bad
Geologic process agensis, geological environment are not damaged substantially, and topography and geomorphology is simple, and medium complex site refers to building aseismicity not
The location of benefit, baleful geological processes generally develop, and geological environment may be destroyed or generally, and topography and geomorphology is more complex,
Basis is located at level of ground water place below, and complex site refers to the location to building aseismicity danger, and baleful geological processes are strong
Development, geological environment may be destroyed or strongly, topography and geomorphology complexity, the multi-layer Underground Water for the engineering that has an impact, karst
Crevice water or other complicated hydrogeological conditions, the place for needing to specialize in, exploratory spot classification include general exploratory spot and
Controlling exploratory spot, general exploratory spot require to can control the main stress layer of ground, and controlling exploratory spot requires to can control ground
The calculating depth of base compression layer, the output end of processing module and the input terminal of input module are unidirectionally electrically connected, processing module with
By being wirelessly connected, mobile device includes tablet computer, mobile phone etc. for the two-way qualitative connection of database, wireless module and mobile device
Electronic equipment inputs the data such as the phase of exploration, Site Type, exploration vertex type of ground by input module, by handling mould
Exploration engineering the most suitable is selected after block processing, exploration engineering includes engineering geophysics method, pit slot spy, probing method and feeler inspection, work
Journey geophysical prospecting method advantage is that simply rapidly, it is intuitive, desirable undisturbed that pit slot, which visits advantage, and probing is the most commonly used, and depth is up to hundred
Rice determines level of ground water, sampling and other in-situ tests hereinafter, soil layer division can be carried out, the most suitable by periodically taking
Technology carry out ground exploration, and by survey data storage compare and analyze in the database, administrative staff can also pass through shifting
Dynamic equipment checks survey data at any time, ensure that the stability of ground, and solving the prior art can not be periodically to ground system
The problem of system comprehensively surveys, and not can guarantee foundation stability.
In the present invention, the data such as the phase of exploration, Site Type, exploration vertex type of ground, warp are inputted by input module
Select exploration engineering the most suitable after crossing processing module processing, exploration engineering include engineering geophysics method, pit slot visit, probing method and
Feeler inspection, engineering geophysical method advantage are that simply rapidly, it is intuitive, desirable undisturbed that pit slot, which visits advantage, drill the most commonly used, depth
Up to hundred meters hereinafter, soil layer division can be carried out, level of ground water, sampling and other in-situ tests are determined, by periodically taking most
Ground exploration is carried out for suitable technology, and survey data storage is compared and analyzed in the database, administrative staff may be used also
Survey data is checked at any time by mobile device, ensure that the stability of ground, and solving the prior art can not be periodically to ground
The problem of carry out system is comprehensively surveyed, not can guarantee foundation stability.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (10)
1. a kind of comprehensive platform for project management, including input module, processing module, exploration module, wireless module sum number
According to library, it is characterised in that: the input module enters data into processing module, the processing module to exploration module transfer number
According to the exploration module is stored data in database by wireless module, and the exploration module includes engineering geophysics method, hole
Trenching, probing and feeler inspection;
The engineering geophysics method is divided into electrical method and two kinds of seismic wave method, and electrical prospecting passes through analysis underground geologic bodies resistivity contrasts,
To distinguish the geological conditions such as stratum, construction and coating and weathering depth, water content distribution and depth, seismic prospecting benefit
With fluctuation Underground geological structure, coating and the weathering depth of geologic body medium;
The pit slot spy is exactly manually or machinery excavates prospect pit, exploratory trench, vertical shaft, adit or big diameter borehole, directly to see
The contact relation between the native state and each stratum of rock-soil layer is examined, and the original state ground sample close to virtual condition can be taken,
Make Rock And Soil in-situ test using pit slot;
It is described probing be with drill bit creep into stratum, be drilled in stratum diameter it is smaller and with suitable depth round hole, drilling
Title aperture suitable for reading, bottom claims bottom hole, and surrounding claims hole wall, and the diameter of borehole profile claims aperture, and the distance from aperture to bottom hole claims
Diameter for hole depth, drilling is 75~150mm, and the direction of drilling is vertically downward or at inclined inclined hole;
The feeler inspection includes dynamic sounding and static sounding, the iron hammer of dynamic sounding constant weight, under certain altitude freedom
It falls, pops one's head in hammering insertion soil, blow counts needed for certain depth in measurement probe injection soil, to hit several how much judgements soil
Property, static sounding principle are continuously pressed into soil by metal probe static(al) with certain speed, suffered by measurement probe
Resistance, the specific penetration resistance obtained and physical and mechanical parameter establish correlativity.
2. a kind of comprehensive platform for project management according to claim 1, it is characterised in that: the input module packet
Include phase of exploration module, place module and exploration point module.
3. a kind of comprehensive platform for project management according to claim 2, it is characterised in that: the phase of exploration mould
Block includes feasibility study prospecting, elementary exploration and prospecting in detail, and the feasibility study prospecting is used for sanitary landifll, proposed field
The suitability on ground, the elementary exploration is for determining building general layout and basic scheme, and the detailed prospecting is for applying
Work G- Design, detailed engineering geological data and parameter.
4. a kind of comprehensive platform for project management according to claim 2, it is characterised in that: the place module packet
Include simple place, medium complex site and complex site.
5. a kind of comprehensive platform for project management according to claim 4, it is characterised in that: the simple place is
Refer to that seismic fortification intensity is equal to or less than 6 degree or to building aseismicity beneficial zone, baleful geological processes agensis, geological environment base
This is not damaged, and topography and geomorphology is simple.
6. a kind of comprehensive platform for project management according to claim 4, it is characterised in that: the medium complicated field
Ground refers to the location unfavorable to building aseismicity, and baleful geological processes are generally developed, and geological environment may be broken or generally
Bad, topography and geomorphology is more complex, and basis is located at level of ground water place below.
7. a kind of comprehensive platform for project management according to claim 4, it is characterised in that: the complex site is
Refer to the location of building aseismicity danger, baleful geological processes intense development, geological environment may be destroyed or strongly, ground
Shape landforms are complicated, the multi-layer Underground Water for the engineering that has an impact, and Karst-fissure water or other complicated hydrogeological conditions need specially to grind
The place studied carefully.
8. a kind of comprehensive platform for project management according to claim 2, it is characterised in that: the exploratory spot classification
Including general exploratory spot and controlling exploratory spot, general exploratory spot requires to can control the main stress layer of ground, controlling
Exploratory spot requires to can control the calculating depth of ground compression layer.
9. a kind of comprehensive platform for project management according to claim 1, it is characterised in that: the processing module
The input terminal of output end and input module is unidirectionally electrically connected, the processing module and the two-way qualitative connection of database.
10. a kind of comprehensive platform for project management according to claim 1, it is characterised in that: the wireless module
With mobile device by being wirelessly connected, the mobile device includes the electronic equipments such as tablet computer, mobile phone.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810831459.4A CN109035068A (en) | 2018-07-26 | 2018-07-26 | A kind of comprehensive platform for project management |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810831459.4A CN109035068A (en) | 2018-07-26 | 2018-07-26 | A kind of comprehensive platform for project management |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109035068A true CN109035068A (en) | 2018-12-18 |
Family
ID=64645418
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810831459.4A Pending CN109035068A (en) | 2018-07-26 | 2018-07-26 | A kind of comprehensive platform for project management |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109035068A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109710781A (en) * | 2018-12-30 | 2019-05-03 | 中佳勘察设计有限公司 | Reconnoitre big data three-dimensional visualization intelligent management platform |
CN110095161A (en) * | 2019-05-29 | 2019-08-06 | 脚爬客(武汉)信息技术有限公司 | A kind of acquisition system and its method for geological environment exploration |
CN110630274A (en) * | 2019-09-17 | 2019-12-31 | 东莞理工学院 | Shield tunnel composite stratum section implementation system and implementation method |
CN114036625A (en) * | 2021-12-09 | 2022-02-11 | 中冶建筑研究总院(深圳)有限公司 | Intelligent construction method and system suitable for in-situ reinforcement of large-area soft foundation |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102495434A (en) * | 2011-11-25 | 2012-06-13 | 成都畅达通地下工程科技发展有限公司 | Advanced geological prediction method for underground engineering |
CN104850945A (en) * | 2015-05-05 | 2015-08-19 | 中国能源建设集团江苏省电力设计院有限公司 | Geological record acquisition system, and management and control method based on network and android system |
CN106779417A (en) * | 2016-12-20 | 2017-05-31 | 黄河勘测规划设计有限公司 | The collection of engineering investigation information digitalization, management and integrated application method |
-
2018
- 2018-07-26 CN CN201810831459.4A patent/CN109035068A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102495434A (en) * | 2011-11-25 | 2012-06-13 | 成都畅达通地下工程科技发展有限公司 | Advanced geological prediction method for underground engineering |
CN104850945A (en) * | 2015-05-05 | 2015-08-19 | 中国能源建设集团江苏省电力设计院有限公司 | Geological record acquisition system, and management and control method based on network and android system |
CN106779417A (en) * | 2016-12-20 | 2017-05-31 | 黄河勘测规划设计有限公司 | The collection of engineering investigation information digitalization, management and integrated application method |
Non-Patent Citations (4)
Title |
---|
周景星: "《基础工程》", 30 September 1996 * |
徐云博: "《土力学与地基基础》", 31 August 2016 * |
邵艳等: "《工程地质》", 31 August 2013 * |
陈希哲: "《土力学地基基础 (第三版)》", 31 January 1998 * |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109710781A (en) * | 2018-12-30 | 2019-05-03 | 中佳勘察设计有限公司 | Reconnoitre big data three-dimensional visualization intelligent management platform |
CN110095161A (en) * | 2019-05-29 | 2019-08-06 | 脚爬客(武汉)信息技术有限公司 | A kind of acquisition system and its method for geological environment exploration |
CN110630274A (en) * | 2019-09-17 | 2019-12-31 | 东莞理工学院 | Shield tunnel composite stratum section implementation system and implementation method |
CN110630274B (en) * | 2019-09-17 | 2021-03-19 | 东莞理工学院 | Shield tunnel composite stratum section implementation system and implementation method |
CN114036625A (en) * | 2021-12-09 | 2022-02-11 | 中冶建筑研究总院(深圳)有限公司 | Intelligent construction method and system suitable for in-situ reinforcement of large-area soft foundation |
CN114036625B (en) * | 2021-12-09 | 2024-04-19 | 中冶建筑研究总院(深圳)有限公司 | Intelligent construction method and system suitable for in-situ reinforcement of large-area soft foundation |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110221357A (en) | A kind of long-span and shallowly buried limestone goaf integrated survey method | |
CN109035068A (en) | A kind of comprehensive platform for project management | |
Hutchinson et al. | Risk considerations for crown pillar stability assessment for mine closure planning | |
Zhao et al. | Analysis of the surface subsidence induced by sublevel caving based on GPS monitoring and numerical simulation | |
Meng et al. | Models and mechanisms of drilling-induced sinkhole in China | |
Yilmaz et al. | Soil liquefaction susceptibility and hazard mapping in the residential area of Kütahya (Turkey) | |
Karagkounis et al. | Geology and geotechnical evaluation of Doha rock formations | |
CN116703244B (en) | Mining subsidence area treatment effect and comprehensive evaluation method | |
Tirén et al. | Geologic site characterization for deep nuclear waste disposal in fractured rock based on 3D data visualization | |
Kurtuluş | Istanbul geotechnical downhole arrays | |
Fernández‐Baniela et al. | Seismic refraction and electrical resistivity tomographies for geotechnical site characterization of two water reservoirs (El Hierro, Spain) | |
McCann et al. | Setting the standard for geophysical surveys in site investigation | |
Steiakakis et al. | A kinetic behavior model at a surface lignite mine, based on geotechnical investigation | |
Gao et al. | Site-scale bedrock fracture modeling of a spent fuel reprocessing site based on borehole group in Northwest, China | |
Branston et al. | Site characterization and assessment using the microgravity technique: a case history | |
Moon et al. | Estimation of ground vibration around lava tubes in Jeju Island Geopark, Korea | |
Razmyar et al. | Evaluating the geotechnical and geophysical characteristics of expanding districts in Tehran using field experiments | |
Deák et al. | In-situ Primary Stress Detection Based on Seismic Tomography Measurements and Numerical Back-analysis for an Underground Radwaste Repository | |
Swyer et al. | Using boundary element modeling of fault slip to predict patterns of stress perturbation and related fractures in geothermal reservoirs and explore parameter uncertainty | |
He et al. | Estimating the complete in-situ stress tensor along deep tunnels with frequent rockbursts near a steep valley | |
Singh et al. | Geological and geotechnical approach for excavation of large unlined rock cavern | |
Bröker et al. | Constraining the Stress Field and its Variability at the Bedrettolab: Elaborated Hydraulic Fracture Trace Analysis | |
Ceryan | Handbook of research on trends and digital advances in engineering geology | |
Nawani | Engineering geological investigations for underground excavations | |
Mohammed et al. | Data base for dynamic soil properties of seismic active zones in Iraq |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181218 |
|
RJ01 | Rejection of invention patent application after publication |