CN109049274A - The production method of stratiform opposite sex Similar Material of Rockmass - Google Patents
The production method of stratiform opposite sex Similar Material of Rockmass Download PDFInfo
- Publication number
- CN109049274A CN109049274A CN201810793707.0A CN201810793707A CN109049274A CN 109049274 A CN109049274 A CN 109049274A CN 201810793707 A CN201810793707 A CN 201810793707A CN 109049274 A CN109049274 A CN 109049274A
- Authority
- CN
- China
- Prior art keywords
- cement
- stratiform
- rockmass
- opposite sex
- similar material
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/14—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
- B28B1/16—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted for producing layered articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of production methods of stratiform opposite sex Similar Material of Rockmass, belong to rock prospecting technique field.The present invention pours into mould using raw material such as common cement, river sand, water in a mold, produce stratiform opposite sex Similar Material of Rockmass, it is cut into international standard cylinder sample again to carry out triaxial test, its production method is simple, quick, material source is extensive, it is low in cost, good forming effect, convenient for adjusting rock mass parameter.
Description
Technical field
The present invention relates to rock prospecting technique fields, and in particular to a kind of production side of stratiform opposite sex Similar Material of Rockmass
Method.
Background technique
Rockmass anisotropy refers to that the presence of the stratification of rock, piece reason, interlayer and orientation fissure system makes the property of rock
The matter characteristic different with direction.The anisotropy of rock is divided into two kinds: one is the presence due to microcrack and in not Tongfang
Upward arrangement, caused by distribution is different, i.e. stratiform opposite sex rock mass, this anisotropy can with the stress variation of rock and
Variation;Another kind be due to the aligning of rock particles caused by, i.e. agglomerate opposite sex rock mass, the anisotropy of this rock is not
It can change with the stress variation of rock.
Research about rock anisotropy problem at present is engineering exploration and exploitation, earthquake prediction, Earth structure
One of important topic in the fields such as detection.Anisotropic rock mass structure is complicated, often mechanics weak spot, is easier to that geology occurs
Disaster, so the research that it is deformed is seemed very necessary, but anisotropic rock mass procurement cost is high, difficulty is larger.
Summary of the invention
The purpose of the present invention is to provide a kind of production simply, low in cost, the stratiform opposite sex rock mass phase of good forming effect
Like the production method of material.
The technical scheme to solve the above technical problems is that
A kind of production method of stratiform opposite sex Similar Material of Rockmass, comprising the following steps:
(1) using the cement of a variety of varying strengths, each cement is mixed according to certain mass ratio with river sand and water respectively
It closes, various cement mortar material is made;The mass ratio of cement, river sand and water is 0.8 ~ 1.2:1.8 ~ 2.2:0.30 ~ 0.40;
(2) various cement mortar material is vertically uniformly poured into multilayer in a mold, is put into 45 DEG C of 35 DEG C of ~
Warm and humid curing box demoulds after ~ 60 hours 40 hours;
(3) it under 18 DEG C 25 DEG C of ~ of constant temperature, conserves ~ 35 days 25 days and forms.
The cement mortar that the present invention is mixed to form using ordinary cement, river sand and water pours into multilayer, the model of formation with
Stratiform opposite sex rock mass is similar, reduces the acquisition difficulty of stratiform opposite sex rock mass and the procurement cost of stratiform opposite sex rock mass.This hair
Bright cement grade can be selected arbitrarily, the number of plies can be multilayer and cement layer handled by position can change, make final mould
Type matches with a variety of stratiform opposite sex rock mass.Its production of stratiform cement mortar material made of the present invention is simple, adult is cheap, and
And good forming effect, the international standard cylinder sample being cut into carry out triaxial test, can effectively obtain the deformation of different structure
Rule discloses non-compatible deformation feature and affecting laws.
Further, in above-mentioned steps (1), cement, river sand, the mass ratio of water is 1:2:0.35.
Further, in above-mentioned steps (2), the temperature in warm and humid curing box is 38 DEG C, is placed in warm and humid curing box
Time is 48 hours;In step (3), curing time is 28 days.
Further, in above-mentioned steps (1), cement type has 5 kinds, and label is respectively 325,425,525,625,725,
325 cement, 425 cement, 525 cement, 625 cement, 725 cement are sequentially overlapped from top to bottom, form 5 layers;The diameter grain of river sand is small
In 2mm.
The index marked as cement " intensity " of cement of the present invention.The intensity of cement is to indicate unit area stress
Size, the solid degree after referring to that cement plus water mixes and stirs, after being condensed, being hardened.The intensity of cement is determining cement grade
Index, and select the main foundation of cement.
Stratiform opposite sex Similar Material of Rockmass is prepared using the above method.
The invention has the following advantages:
The present invention is made stratiform opposite sex Similar Material of Rockmass using ordinary cement, river sand and water proportion and makes simple, cost
It is cheap, and good forming effect, meet the experiment needs of various beded rock mass, reduces the acquisition difficulty and acquisition of beded rock mass
Cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the stratiform opposite sex Similar Material of Rockmass after the embodiment of the present invention 2 is cut;
Fig. 2 is that the axial direction for the cylinder style progress triaxial test that the embodiment of the present invention 1 to embodiment 3 is prepared is answered
Power-strain figure.
Specific embodiment
The given examples are served only to explain the present invention below, is not intended to limit the scope of the present invention.
Embodiment 1
A kind of production method of stratiform opposite sex Similar Material of Rockmass, comprising the following steps:
(1) using two kinds of cement marked as 325 and 425, each cement is cement: river sand: water according to mass ratio
The ratio of=0.8:1.8:0.30 is mixed with river sand and water, and two kinds of cement mortar materials containing 325 cement and 425 cement are respectively prepared
Material;
(2) 325 cement mortar materials and 425 cement mortar materials are vertically uniformly poured into two in a mold
Layer, sequence from top to bottom is 325 cement mortar materials, 425 cement mortar materials, is put into 35 DEG C of warm and humid curing boxes after 40 hours
Demoulding;
(3) model is placed in 18 DEG C of insulating box, conserves 25 days and forms.
The model for the stratiform opposite sex Similar Material of Rockmass being prepared through the above steps is cut into perpendicular to layerCylinder sample, carry out triaxial test.
In other embodiments of the invention, the number of plies can also be 3,4,5 ...;The cement grade that each layer uses can be with
It is 525,625,725,825 etc., the label of each layer of cement can choose at random, to match various anisotropic rock mass.
Embodiment 2
A kind of production method of stratiform opposite sex Similar Material of Rockmass, comprising the following steps:
(1) using five kinds of cement marked as 325,425,525,625 and 725, each cement is according to mass ratio
Cement: river sand: water=1:2:0.35 ratio is mixed with river sand and water, be respectively prepared containing 325 cement, 425 cement, 525 cement,
Five kinds of cement mortar materials of 625 cement and 725 cement;
(2) by 325 cement mortar materials, 425 cement mortar materials, 525 cement mortar materials, 625 cement mortar materials
Five layers are vertically uniformly poured into a mold with 725 cement mortar materials, and sequence from top to bottom is 325 cement mortar
Material, 425 cement mortar materials, 525 cement mortar materials, 625 cement mortar materials and 725 cement mortar materials, are put into 38
DEG C warm and humid curing box demoulds after 48 hours;
(3) model is placed in 20 DEG C of insulating box, conserves 28 days and forms.
Fig. 1 is please referred to, the model for the stratiform opposite sex Similar Material of Rockmass being prepared through the above steps is cut perpendicular to layer
It is cut intoCylinder sample, carry out triaxial test.
Embodiment 3
A kind of production method of stratiform opposite sex Similar Material of Rockmass, comprising the following steps:
(1) using three kinds of cement marked as 325,425 and 825, each cement is cement: river according to mass ratio
Sand: water=1.2:2.2:0.4 ratio is mixed with river sand and water, and three containing 325 cement, 425 cement and 825 cement are respectively prepared
Kind cement mortar material;
(2) by 325 cement mortar materials, 425 cement mortar materials and 825 cement mortar materials vertically in mold
In uniformly pour into three layers, sequence from top to bottom is 325 cement mortar materials, 425 cement mortar materials and 825 cement mortar
Material is put into 45 DEG C of warm and humid curing boxes and demoulds after 60 hours;
(3) model is placed in 25 DEG C of insulating box, conserves 35 days and forms.
The model for the stratiform opposite sex Similar Material of Rockmass being prepared through the above steps is cut into perpendicular to layerCylinder sample, carry out triaxial test.
Referring to figure 2., Fig. 2 is that the axial direction for the cylinder style progress triaxial test that embodiment 1 to embodiment 3 is prepared is answered
Power-strain figure.Experimental condition are as follows: test confining pressure 2MPa, load are controlled using axial stress, 0.1kN/s loading speed, to obtain
It obtains sample and destroys the complete deformation curve in front and back, when sample enters plastic period by elastic deformation stage (after elastic limit)
It is controlled using axial deformation, loading speed 0.1mm/min.Example 1 is made of two layers of unlike material, its peak stress is most
Big;Example 2 is five layers of unlike material composition, its peak stress is the smallest;Example 3 is three layers of unlike material composition
, its peak stress is between.Reflect influence of the stratiform anisotropic approach to probe intensity, the anisotropic more influences of the number of plies
It is bigger.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (5)
1. a kind of production method of stratiform opposite sex Similar Material of Rockmass, which comprises the following steps:
(1) using the cement of a variety of varying strengths, each cement is mixed with river sand and water according to certain mass ratio respectively, is made
At various cement mortar material;The mass ratio of cement, river sand and water is 0.8~1.2:1.8~2.2:0.30~0.40;
(2) various cement mortar material is vertically uniformly poured into multilayer in a mold, be put into 35 DEG C~45 DEG C it is warm and humid
Curing box demoulds after 40 hours~60 hours;
(3) it under 18 DEG C~25 DEG C of constant temperature, conserves 25 days~35 days and forms.
2. the production method of stratiform opposite sex Similar Material of Rockmass according to claim 1, which is characterized in that in step (1),
Cement, river sand, the mass ratio of water are 1:2:0.35.
3. the production method of stratiform opposite sex Similar Material of Rockmass according to claim 2, which is characterized in that in step (2),
Temperature in warm and humid curing box is 38 DEG C, and the time placed in warm and humid curing box is 48 hours;In step (3), curing time
It is 28 days.
4. the production method of stratiform opposite sex Similar Material of Rockmass according to any one of claims 1 to 3, which is characterized in that
In step (1), cement type has in 5, and label is respectively 325,425,525,625,725,325 cement, 425 cement, 525 water
Mud, 625 cement, 725 cement are sequentially overlapped from top to bottom, form 5 layers;The diameter grain of river sand is less than 2mm.
5. the stratiform opposite sex Similar Material of Rockmass that the described in any item methods of Claims 1-4 are prepared.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810793707.0A CN109049274A (en) | 2018-07-18 | 2018-07-18 | The production method of stratiform opposite sex Similar Material of Rockmass |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810793707.0A CN109049274A (en) | 2018-07-18 | 2018-07-18 | The production method of stratiform opposite sex Similar Material of Rockmass |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109049274A true CN109049274A (en) | 2018-12-21 |
Family
ID=64817237
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810793707.0A Pending CN109049274A (en) | 2018-07-18 | 2018-07-18 | The production method of stratiform opposite sex Similar Material of Rockmass |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109049274A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111157322A (en) * | 2020-01-19 | 2020-05-15 | 河海大学 | Preparation method of irregular columnar jointed rock mass sample of nested interlayer dislocation zone |
WO2021093444A1 (en) * | 2019-11-14 | 2021-05-20 | 国家电网有限公司 | Gradient-type graphene smart-concrete-based corrosion detection apparatus and method |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6132820A (en) * | 1998-06-16 | 2000-10-17 | Callahan; Harvey J. | Simulated rock and method of making same |
CN101913818A (en) * | 2010-09-02 | 2010-12-15 | 中国科学院武汉岩土力学研究所 | Method for preparing interactive laminar modeling material test piece |
CN107226650A (en) * | 2017-05-16 | 2017-10-03 | 中国矿业大学 | One kind experiment similar rock of hole rock mass and preparation method thereof |
CN107445567A (en) * | 2016-05-30 | 2017-12-08 | 中国矿业大学(北京) | A kind of analog material for simulating heterogeneous country rock and preparation method thereof |
-
2018
- 2018-07-18 CN CN201810793707.0A patent/CN109049274A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6132820A (en) * | 1998-06-16 | 2000-10-17 | Callahan; Harvey J. | Simulated rock and method of making same |
CN101913818A (en) * | 2010-09-02 | 2010-12-15 | 中国科学院武汉岩土力学研究所 | Method for preparing interactive laminar modeling material test piece |
CN107445567A (en) * | 2016-05-30 | 2017-12-08 | 中国矿业大学(北京) | A kind of analog material for simulating heterogeneous country rock and preparation method thereof |
CN107226650A (en) * | 2017-05-16 | 2017-10-03 | 中国矿业大学 | One kind experiment similar rock of hole rock mass and preparation method thereof |
Non-Patent Citations (3)
Title |
---|
何忠明,彭振斌,曹平,周莲君: "层状岩体单轴压缩室内试验分析与数值模拟", 《中南大学学报(自然科学版)》 * |
邓荣贵,付小敏: "层状岩体力学特性模拟实验研究", 《实验力学》 * |
陈炎光、陆士良: "《中国煤矿巷道围岩控制》", 31 May 1994, 中国矿业大学出版社 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021093444A1 (en) * | 2019-11-14 | 2021-05-20 | 国家电网有限公司 | Gradient-type graphene smart-concrete-based corrosion detection apparatus and method |
CN111157322A (en) * | 2020-01-19 | 2020-05-15 | 河海大学 | Preparation method of irregular columnar jointed rock mass sample of nested interlayer dislocation zone |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
O’Malley et al. | Investigation into viability of using two-stage (pre-placed aggregate) concrete in Irish setting | |
Ming et al. | Experimental study on mechanical properties of marine sand and seawater concrete | |
Zhao et al. | Experimental Study on Autogenous and Drying Shrinkage of Steel Fiber Reinforced Lightweight‐Aggregate Concrete | |
Lei et al. | Effect of Cyclic Freezing‐Thawing on the Shear Mechanical Characteristics of Nonpersistent Joints | |
Liu et al. | Effect of Organic Material Type and Proportion on the Physical and Mechanical Properties of Vegetation‐Concrete | |
CN103698189B (en) | Slide strips analog material of a kind of landslide physical and preparation method thereof | |
CN109049274A (en) | The production method of stratiform opposite sex Similar Material of Rockmass | |
Huang et al. | Strength and failure characteristics of rocklike material containing a large-opening crack under uniaxial compression: experimental and numerical studies | |
Yang | The issues and discussion of modern concrete science | |
Liu et al. | Experimental Research on Foamed Mixture Lightweight Soil Mixed with Fly‐Ash and Quicklime as Backfill Material behind Abutments of Expressway Bridge | |
Yang et al. | Mechanical performance and durability evaluation of sandstone concrete | |
Yilmaz et al. | The effects of various curing materials on the compressive strength characteristic of the concretes produced with multiple chemical admixtures | |
CN110736662A (en) | Determination method for similar conditions and similar material proportions of simulated carbonate geomechanical models | |
Wen et al. | Experimental research and sensitivity analysis of mudstone similar materials based on orthogonal design | |
Wu et al. | Experimental investigation on mechanical properties of cemented paste backfill under different gradations of aggregate particles and types and contents of cementing materials | |
Zhang et al. | Experimental Strength of Earth‐Based Construction Materials in Different Regions of China | |
Peng et al. | Mechanical Properties of High‐Strength High‐Performance Reinforced Concrete Shaft Lining Structures in Deep Freezing Wells | |
CN108959759A (en) | The method for determining prismatical joint rockmass anisotropy ratio based on numerical simulation | |
Wang et al. | Model Test on Bearing Characteristics of Basalt Fiber‐Reinforced Concrete Lining | |
Wang et al. | Study on the strength properties and failure mode of recycled sludge lightweight soil | |
Wan et al. | Effects of asperity angle and infill thickness on shear characteristics under constant normal load conditions | |
Gao et al. | Study on treatment of loess landslide based on nanosilica and fly ash composite stabilizer filling fissures | |
Li et al. | Research on the performance of polymer modified cement matrix grouting material mixed with polyvinyl alcohol fiber | |
Li et al. | Effects of Aeolian Sand and Water− Cement Ratio on Performance of a Novel Mine Backfill Material | |
Sun et al. | Experimental research on self-compacting concrete with different mixture ratio of fly ash |
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: 20181221 |
|
RJ01 | Rejection of invention patent application after publication |