CN204456145U  Flush type micro combination pile group  Google Patents
Flush type micro combination pile group Download PDFInfo
 Publication number
 CN204456145U CN204456145U CN201520119766.1U CN201520119766U CN204456145U CN 204456145 U CN204456145 U CN 204456145U CN 201520119766 U CN201520119766 U CN 201520119766U CN 204456145 U CN204456145 U CN 204456145U
 Authority
 CN
 China
 Prior art keywords
 pile
 mini pile
 mini
 row
 load
 Prior art date
Links
 239000000203 mixture Substances 0.000 claims abstract description 50
 231100000817 safety factor Toxicity 0.000 claims abstract description 10
 239000011435 rock Substances 0.000 claims abstract description 7
 239000002689 soil Substances 0.000 claims abstract description 7
 229910000831 Steel Inorganic materials 0.000 claims description 6
 239000010959 steel Substances 0.000 claims description 6
 230000002787 reinforcement Effects 0.000 claims description 5
 210000002435 Tendons Anatomy 0.000 claims description 3
 230000003014 reinforcing Effects 0.000 claims description 3
 230000000694 effects Effects 0.000 abstract description 10
 238000010276 construction Methods 0.000 abstract description 3
 230000002265 prevention Effects 0.000 abstract description 3
 238000004088 simulation Methods 0.000 description 7
 238000004364 calculation method Methods 0.000 description 5
 238000000034 method Methods 0.000 description 4
 238000005516 engineering process Methods 0.000 description 3
 238000010586 diagram Methods 0.000 description 2
 238000004519 manufacturing process Methods 0.000 description 2
 230000004048 modification Effects 0.000 description 2
 238000006011 modification reaction Methods 0.000 description 2
 230000001429 stepping Effects 0.000 description 2
 101700005059 bed3 Proteins 0.000 description 1
 230000000875 corresponding Effects 0.000 description 1
 238000001514 detection method Methods 0.000 description 1
 230000000750 progressive Effects 0.000 description 1
 239000002699 waste material Substances 0.000 description 1
Classifications

 Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSSSECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSSREFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
 Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
 Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
 Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
 Y02A10/23—Dune restoration or creation; Cliff stabilisation
Abstract
The utility model relates to a kind of flush type micro combination pile group, comprising: at least two row's two row mini piles, and each mini pile is by being arranged in the loadbearing section of gliding mass and being arranged in the fixed section composition of sliding bed; The loadbearing segment length of each mini pile is:
or the loadbearing segment length of each mini pile is: described L
_{2i}with predetermined length constant sum; Wherein, L
_{2i}be the loadbearing segment length of ith row's mini pile, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, the Thrust of Landslide of different row's mini pile load is different, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, D
_{i}be the stake footpath of ith row's mini pile, q
_{i}for the adhesion strength of mini pile pile concrete and its all Rock And Soil.The technical scheme that the utility model provides, while ensure that the prevention effect of landslide control engineering, greatly reduces the construction costs of preventing land slide.
Description
Technical field
The utility model relates to a kind of preventing land slide technology, particularly relates to a kind of flush type micro combination pile group.
Background technology
Mini pile has obtained and has applied comparatively widely in landslide control engineering, and in actual applications, mini pile is normally arranged in landslide with the form of micro combination pile group.
Mini pile in existing landslide control engineering adopts total length formula setup mode usually, and namely mini pile is through to the earth's surface on landslide always from sliding bed, and that is, the stake top of mini pile needs the earth's surface reaching landslide.
Inventor is realizing finding in the utility model process, and the part that mini pile works in preventing land slide is usually in the upper and lower certain limit of slide strips, and mini pile pile body role under earth's surface in certain limit little, which results in waste to a certain degree.At present, mini pile flush type setup mode is suggested, and mini pile flush type setup mode refers to that the stake apex distance of mini pile exists certain distance from the earth's surface on landslide.Stake top due to each mini pile in flush type setup mode no longer needs the earth's surface reaching landslide, therefore, the length of the mini pile in flush type setup mode is shorter than the length of the mini pile in total length formula setup mode, thus effectively can reduce the cost of mini pile.But, when adopting mini pile flush type setup mode in landslide control engineering, how reasonably to determine the length of embedment on mini pile stake top, make mini pile can either farthest play preventing land slide effect, can have lower cost again, be a technical problem urgently to be resolved hurrily.
Because technical problem urgently to be resolved hurrily needed for existing mini pile flush type setup mode, inventor is based on being engaged in the practical experience and professional knowledge that this type of product design manufacture enriches for many years, and coordinate reasonably utilization, actively in addition research and innovation, to founding a kind of flush type micro combination pile group, effectively can solve the problems of the technologies described above, make it have more practicality.Through constantly research, design, through repeatedly studying sample and after improving, finally creating the utility model had practical value.
Utility model content
One of the purpose of this utility model is; a kind of flush type micro combination pile group is provided; problem to be solved comprises: make micro combination pile group can either farthest play preventing land slide effect; lower cost of manufacture can be had again; and then while the construction costs reducing preventing land slide; guarantee the prevention effect of landslide control engineering, be very suitable for practicality.
The purpose of this utility model and solve its technical problem and can adopt following technical scheme to realize.
According to a kind of flush type micro combination pile group that the utility model proposes, comprising: at least two row's two row mini piles, and each mini pile is by being arranged in the loadbearing section of gliding mass and being arranged in the fixed section composition of sliding bed; The loadbearing segment length of each mini pile is:
or the loadbearing segment length of each mini pile is: described L
_{2i}with predetermined length constant sum; Wherein, L
_{2i}be the loadbearing segment length of ith row's mini pile, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, the Thrust of Landslide of different row's mini pile load is different, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, D
_{i}be the stake footpath of ith row's mini pile, q
_{i}for the adhesion strength of mini pile pile concrete and its all Rock And Soil; Wherein, the loadbearing segment length of described each mini pile is L
_{2i}be applicable to adopt L in the loadbearing segment length of each mini pile with predetermined length constant sum
_{2i}the coefficient of stability of the part more than the stake top of each mini pile of the gliding mass that Shi Liyong Method for Numerical calculates does not meet predetermined requirement.
Preferably, aforesaid flush type micro combination pile group, wherein the crosssectional area of the longitudinal rib of each mini pile is:
wherein, A
_{si}be the crosssectional area of the longitudinal rib of ith row's mini pile, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, τ
_{s}for the shear strength of arrangement of reinforcement.
Preferably, aforesaid flush type micro combination pile group, the longitudinal rib of wherein said mini pile comprises: reinforcing cage, tendon, steel pipe or shaped steel.
Preferably, aforesaid flush type micro combination pile group, wherein the fixed section length of each mini pile is:
wherein, L
_{1i}be the fixed section length of ith row's mini pile, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, D
_{i}be the stake footpath of ith row's mini pile, q
_{i}for the adhesion strength of mini pile pile concrete and its all Rock And Soil.
By technique scheme, flush type micro combination pile group of the present utility model at least has following advantages and beneficial effect: the utility model calculates by utilizing the Thrust of Landslide of each mini pile load being respectively arranged in different row the loadbearing segment length that each mini pile being positioned at different row is in gliding mass respectively, and will the loadbearing segment length of Method for Numerical detection be successfully passed as final micro combination pile group antislide design parameter, make micro combination pile group can either farthest play preventing land slide effect, lower cost can be had again; Thus the technical scheme that the utility model provides is while reducing the construction costs of preventing land slide, ensure that the prevention effect of landslide control engineering.
In sum, the utility model has significant progress technically, and has significantly positive technique effect, is really a new and innovative, progressive, practical new design.
Abovementioned explanation is only the general introduction of technical solutions of the utility model, in order to technological means of the present utility model can be better understood, and can be implemented according to the content of manual, and can become apparent to allow above and other object of the present utility model, feature and advantage, below especially exemplified by preferred embodiment, and coordinate accompanying drawing, be described in detail as follows.
Accompanying drawing explanation
Fig. 1 is the flush type micro combination pile group schematic diagram be arranged in gliding mass and sliding bed of the present utility model;
Fig. 2 is the micro combination pile group isosceles triangle arrangement schematic diagram of the AA ' section of Fig. 1.
Description of reference numerals:
1 gliding mass; 2 slide strips; 3 sliding beds; 4 mini piles.
Detailed description of the invention
For further setting forth the utility model for the technological means reaching predetermined goal of the invention and take and effect, below in conjunction with accompanying drawing and preferred embodiment, to according to its detailed description of the invention of flush type micro combination pile group, structure, feature and the effect thereof that the utility model proposes, be described in detail as follows.
The flush type micro combination pile group of the present embodiment is at least made up of two row's two row mini piles, and each mini pile is by loadbearing section and fixed section composition; Wherein, the loadbearing segment length of each mini pile can be:
In abovementioned formula (1), L
_{2i}be the loadbearing segment length that ith row's mini pile is in gliding mass, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, D
_{i}be the stake footpath of ith row's mini pile, q
_{t}for the adhesion strength of mini pile pile concrete and its all Rock And Soil.
The loadbearing segment length of each mini pile also can be: abovementioned L
_{2i}with predetermined length constant sum.
The abovementioned L calculated by formula (1)
_{2i}be applicable to adopt L in the loadbearing segment length of each mini pile
_{2i}the coefficient of stability of the part more than the stake top of each mini pile of the gliding mass that Shi Liyong Method for Numerical calculates can meet preprovisioning request.
Abovementioned L
_{2i}be applicable to adopt L in the loadbearing segment length of each mini pile with predetermined length constant sum
_{2i}the coefficient of stability of the part more than the stake top of each mini pile of the gliding mass that Shi Liyong Method for Numerical calculates does not meet predetermined requirement; That is, abovementioned L
_{2i}be applicable to when the loadbearing segment length of each mini pile adopts this numerical value sum, the coefficient of stability of the part more than the stake top of each mini pile of the gliding mass utilizing Method for Numerical to calculate can meet preprovisioning request with predetermined length constant sum.
Mini pile in the present embodiment loadbearing segment length be in gliding mass refers to the length of mini pile higher than slide strips part.
In abovementioned formula (1), T
_{i}it is the Thrust of Landslide being positioned at each mini pile difference load of different row determined according to the arrangement parameter of micro combination pile group.
Concrete, micro combination pile group in the present embodiment is flush type micro combination pile group, namely micro combination pile group adopts and imbeds setup mode and be arranged in landslide, as shown in Figure 1, a part for mini pile 4 embeds and is fixed in sliding bed 3, forms fixed section, and another part of mini pile 4 is arranged in the gliding mass 1 on slide strips 2, form loadbearing section, namely the mini pile 4 of the present embodiment is made up of fixed section and loadbearing section, and the stake apex distance of each mini pile 4 exists certain distance from the earth's surface of gliding mass 1.
The arrangement parameter of the micro combination pile group in the present embodiment generally includes: mini pile line number and mini pile columns.Here mini pile line number refers to the line number of the mini pile set by the glide direction along gliding mass.Here mini pile columns refers to the columns of mini pile set on the direction perpendicular with the glide direction of gliding mass.Each mini pile place in micro combination pile group adopts mini pile group (namely a mini pile group externally shows as a mini pile), the mini pile line number in the present embodiment and mini pile columns can be for base unit and the line number of micro combination pile group that formed and columns with mini pile group.A concrete example, in fig. 2, three mini piles 4 form the mini pile group of an isosceles triangle, multiple mini pile group forms micro combination pile group, and Fig. 2 is only the part in whole micro combination pile group, in this part micro combination pile group, mini pile line number is 4, and mini pile columns is 5.
The each mini pile being arranged in different row in the present embodiment respectively Thrust of Landslide of load utilizes the mini pile line number of arrangement parameter to determine.In actual applications, first Thrust of Landslide (i.e. every linear meter(lin.m.) Thrust of Landslide) should be calculated for concrete landslide, the present embodiment thinks that the Thrust of Landslide calculated not is be distributed on each mini pile in micro combination pile group equably, that is, the Thrust of Landslide being in the mini pile institute load of diverse location in micro combination pile group is not identical.For a certain mini pile in micro combination pile group, the mini pile line number that the Thrust of Landslide of this root mini pile institute load and micro combination pile group comprise and this line correlation residing for root mini pile.
The mini pile line number that the present embodiment can comprise according to micro combination pile group and the concrete row residing for single mini pile are searched from the Thrust of Landslide allocation table preset, the Thrust of Landslide allocation proportion of each mini pile being positioned at different row can be obtained from lookup result, then, the Thrust of Landslide that the Thrust of Landslide allocation proportion found determines to be positioned at each mini pile difference load of different row is recycled.
An object lesson of the Thrust of Landslide allocation table preset as described in Table 1.
Table 1
Two campsheds  Three campsheds  Four campsheds  Five campsheds  Six campsheds  
First campshed  1.2  1.3  1.4  1.6  1.65 
Second campshed  0.8  1.0  1.15  1.2  1.35 
3rd campshed  0.7  0.85  1.0  1.1  
4th campshed  0.6  0.7  0.9  
5th campshed  0.5  0.6  
6th campshed  0.4 
As shown in Table 1, if micro combination pile group is made up of two rows' mini pile (two campsheds namely in table 1), then in first row mini pile (the first campshed namely in table 1), in each mini pile and second row mini pile (the second campshed namely in table 1), the Thrust of Landslide ratio of each mini pile institute load is 1.2: 0.8, that is, Thrust of Landslide 60 percent by first row mini pile load, Thrust of Landslide 40 percent by second row mini pile load; If micro combination pile group is made up of three row's mini piles, then in first row, second row, the 3rd row's mini pile, the Thrust of Landslide ratio of each mini pile institute load is 1.3: 1: 0.7, that is, Thrust of Landslide 43 about percent by first row mini pile load, Thrust of Landslide 33 about percent by second row mini pile load, Thrust of Landslide 23 about percent by the 3rd row's mini pile load; By that analogy, other numerical value comprised in this not hisandhers watches 1 illustrate one by one.
Thrust of Landslide in the present embodiment can be the Thrust of Landslide adopting in existing specification the method for recommending to calculate, the specific implementation of the present embodiment not limit calculation Thrust of Landslide.
Setup mode is imbedded because micro combination pile group adopts, therefore, the stake apex distance of each mini pile has certain distance (as shown in Figure 1) from the earth's surface of gliding mass, the present embodiment should ensure the coefficient of stability of this part gliding mass not carrying out Skid Resistance Measures, ensures that this part gliding mass can not produce new slip.
Reference data based on the loadbearing segment length of the abovementioned each mini pile calculated can be supplied to the application of certain numerical simulation by the present embodiment, certainly, according to the actual demand of numerical simulation application, also reference data based on other parameters can be supplied to numerical simulation application, as the arrangement parameter etc. of micro combination pile group.The application of this numerical simulation can export the coefficient of stability of this part gliding mass not carrying out antislide design after predetermined analog computation.
The coefficient of stability in the present embodiment can adopt existing Method for Numerical to calculate, and the present embodiment does not limit the specific implementation process of the actual Method for Numerical calculation stability coefficient adopted.
In the present embodiment, preprovisioning request can be specially: the coefficient of stability that this part gliding mass not carrying out antislide design determined according to the grade of landslide control engineering will reach.At L
_{2i}basis on adopt numerical simulation calculation to go out the coefficient of stability be less than required by reach the coefficient of stability when, the L that the loadbearing segment length of each mini pile no longer adopts abovementioned formula (1) to calculate
_{2i}, and the L that abovementioned formula (1) calculates should be greater than
_{2i}, namely the loadbearing segment length of each mini pile is L
_{2i}with predetermined length constant sum, and at L
_{2i}the coefficient of stability reached required by should being greater than or equal to the coefficient of stability that the basis of predetermined length constant sum adopts numerical simulation calculation to go out; At L
_{2i}basis on adopt numerical simulation calculation to go out the coefficient of stability be greater than or equal to required by reach the coefficient of stability when, the L that the loadbearing segment length of each mini pile adopts abovementioned formula (1) to calculate
_{2i}.
The predetermined length constant corresponding to loadbearing segment length of different mini piles can identical (as all mini piles loadbearing section the stepping length that increases identical), also can different (as all mini piles loadbearing section the stepping length that increases not identical); A concrete example, the loadbearing section of each mini pile increases certain ratio etc. of himself length (or loadbearing segment length).The present embodiment also only can carry out for the part mini pile in micro combination pile group the operation of loadbearing segment length increasing mini pile, and the loadbearing section of all mini piles in this part can increase identical length; Certainly, the loadbearing section of all mini piles in this part also can increase different length, and the loadbearing section as each mini pile increases certain ratio etc. of himself length (or loadbearing segment length).
In the present embodiment, the longitudinal reinforcement crosssectional area of each mini pile can utilize following formula (2) to determine:
In formula (2), A
_{si}be the crosssectional area of the longitudinal rib of ith row's mini pile, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, τ
_{s}for the shear strength of arrangement of reinforcement.
It should be noted that, if micro combination pile group is be base unit with mini pile group micro combination pile group, then A
_{si}, T
_{i}and n
_{i}should be all for base unit with mini pile group; The micro combination pile group that if micro combination pile group is is base unit with single mini pile, then A
_{si}, T
_{i}and n
_{i}should be all for base unit with single mini pile.
In the present embodiment, the arrangement of reinforcement of mini pile can adopt the forms such as reinforcing cage, tendon, steel pipe or shaped steel.
The fixed section length that each mini pile being arranged in different row in the present embodiment is in sliding bed can be the length calculated based on following formula (3)
In abovementioned formula (3), L
_{1i}be the fixed section length that ith row's mini pile is in sliding bed, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, D
_{i}be the stake footpath of ith row's mini pile, q
_{t}for the adhesion strength of mini pile pile concrete and its all Rock And Soil.
The above is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but, abovedescribed embodiment is also not used to limit the utility model, any those skilled in the art are not departing within the scope of technical solutions of the utility model, make a little change when the technology contents of abovementioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (4)
1. a flush type micro combination pile group, is characterized in that, comprising:
At least two row's two row mini piles, and each mini pile is by being arranged in the loadbearing section of gliding mass and being arranged in the fixed section composition of sliding bed;
The loadbearing segment length of each mini pile is:
or
The loadbearing segment length of each mini pile is: described L
_{2i}with predetermined length constant sum;
Wherein, L
_{2i}be the loadbearing segment length of ith row's mini pile, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, the Thrust of Landslide of different row's mini pile load is different, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, D
_{i}be the stake footpath of ith row's mini pile, q
_{i}for the adhesion strength of mini pile pile concrete and its all Rock And Soil;
Wherein, the loadbearing segment length of described each mini pile is L
_{2i}be applicable to adopt L in the loadbearing segment length of each mini pile with predetermined length constant sum
_{2i}the coefficient of stability of the part more than the stake top of each mini pile of the gliding mass that Shi Liyong Method for Numerical calculates does not meet predetermined requirement.
2. flush type micro combination pile group as claimed in claim 1, it is characterized in that, the crosssectional area of the longitudinal rib of each mini pile is:
Wherein, A
_{si}be the crosssectional area of the longitudinal rib of ith row's mini pile, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, τ
_{s}for the shear strength of arrangement of reinforcement.
3. flush type micro combination pile group as claimed in claim 2, it is characterized in that, the longitudinal rib of described mini pile comprises: reinforcing cage, tendon, steel pipe or shaped steel.
4. the flush type micro combination pile group as described in claim 1 or 2 or 3, is characterized in that, the fixed section length of each mini pile is:
Wherein, L
_{1i}be the fixed section length of ith row's mini pile, K is the design safety factor of mini pile, T
_{i}be the Thrust of Landslide of ith row's mini pile load, n
_{i}be ith row's mini pile every linear meter(lin.m.) mini pile quantity, D
_{i}be the stake footpath of ith row's mini pile, q
_{i}for the adhesion strength of mini pile pile concrete and its all Rock And Soil.
Priority Applications (1)
Application Number  Priority Date  Filing Date  Title 

CN201520119766.1U CN204456145U (en)  20150222  20150222  Flush type micro combination pile group 
Applications Claiming Priority (1)
Application Number  Priority Date  Filing Date  Title 

CN201520119766.1U CN204456145U (en)  20150222  20150222  Flush type micro combination pile group 
Publications (1)
Publication Number  Publication Date 

CN204456145U true CN204456145U (en)  20150708 
Family
ID=53663054
Family Applications (1)
Application Number  Title  Priority Date  Filing Date 

CN201520119766.1U CN204456145U (en)  20150222  20150222  Flush type micro combination pile group 
Country Status (1)
Country  Link 

CN (1)  CN204456145U (en) 
Cited By (2)
Publication number  Priority date  Publication date  Assignee  Title 

CN107217679A (en) *  20170802  20170929  中国地质环境监测院  A kind of megalith mixture landslide micro combination pile group buttress reinforcement means 
CN107227742A (en) *  20170802  20171003  中国地质环境监测院  A kind of megalith mixture landslide micro combination pile group rib body Retaining Wall Reinforcement method 

2015
 20150222 CN CN201520119766.1U patent/CN204456145U/en active IP Right Grant
Cited By (4)
Publication number  Priority date  Publication date  Assignee  Title 

CN107217679A (en) *  20170802  20170929  中国地质环境监测院  A kind of megalith mixture landslide micro combination pile group buttress reinforcement means 
CN107227742A (en) *  20170802  20171003  中国地质环境监测院  A kind of megalith mixture landslide micro combination pile group rib body Retaining Wall Reinforcement method 
CN107227742B (en) *  20170802  20180622  中国地质环境监测院  A kind of megalith mixture landslide micro combination pile group rib body Retaining Wall Reinforcement method 
CN107217679B (en) *  20170802  20180706  中国地质环境监测院  A kind of megalith mixture landslide micro combination pile group buttress reinforcement means 
Similar Documents
Publication  Publication Date  Title 

Nikolaeva et al.  Subduction initiation at passive margins: Numerical modeling  
Zhang et al.  Deformation analysis of geotextileencased stone columns  
Ding et al.  Model tests on the bearing capacity of wideshallow composite bucket foundations for offshore wind turbines in clay  
Chandrasekaran et al.  Group interaction effects on laterally loaded piles in clay  
CN101514553B (en)  Soil slope stability analysis method based on limit equilibrium theory and stress analysis  
Mostafa et al.  Response of fixed offshore platforms to wave and current loading including soil–structure interaction  
EVANS  Simplified analysis of laterally loaded piles.  
Nyambayo et al.  Numerical simulation of evapotranspiration using a root water uptake model  
Sterpi et al.  Investigation on the behaviour of a thermoactive diaphragm wall by thermomechanical analyses  
Hosseinpour et al.  Numerical evaluation of a granular column reinforced by geosynthetics using encasement and laminated disks  
Karamitros et al.  Numerical analysis of liquefactioninduced bearing capacity degradation of shallow foundations on a twolayered soil profile  
CN103590818B (en)  A kind of shaft interior temperature distribution semianalytical determination method and device  
Hung et al.  Evaluation of undrained bearing capacities of bucket foundations under combined loads  
Bhasi et al.  Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction  
CN103792593B (en)  A kind of reservoir stability 4stability determination based on reservoir level and displacement monitoring  
CN100591868C (en)  Deviation rectifying method for pile foundation architecture inclination  
Goh et al.  Assessment of strut forces for braced excavation in clays from numerical analysis and field measurements  
Bull  Precast concrete raft units  
Jeong et al.  Proposed nonlinear 3D analytical method for piled raft foundations  
Noorzad et al.  Bearing capacity of two close strip footings on soft clay reinforced with geotextile  
Rabie  Comparison study between traditional and finite element methods for slopes under heavy rainfall  
Ma et al.  Effects of selective water withdrawal schemes on thermal stratification in Kouris Dam in Cyprus  
Wang et al.  Deep penetration of strip and circular footings into layered clays  
CN106245629B (en)  A kind of antiskid uplift pile in mountain area and its design method  
CN103225310B (en)  Structural design method for loadbearing section of miniature antislip compound pile 
Legal Events
Date  Code  Title  Description 

GR01  Patent grant  
C14  Grant of patent or utility model 