CN206736883U - 现场地基动态压缩模量测试仪 - Google Patents
现场地基动态压缩模量测试仪 Download PDFInfo
- Publication number
- CN206736883U CN206736883U CN201720379797.XU CN201720379797U CN206736883U CN 206736883 U CN206736883 U CN 206736883U CN 201720379797 U CN201720379797 U CN 201720379797U CN 206736883 U CN206736883 U CN 206736883U
- Authority
- CN
- China
- Prior art keywords
- compression modulus
- force
- center rest
- dynamic compression
- loading
- 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.)
- Active
Links
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
Description
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720379797.XU CN206736883U (zh) | 2017-04-12 | 2017-04-12 | 现场地基动态压缩模量测试仪 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720379797.XU CN206736883U (zh) | 2017-04-12 | 2017-04-12 | 现场地基动态压缩模量测试仪 |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206736883U true CN206736883U (zh) | 2017-12-12 |
Family
ID=60559880
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720379797.XU Active CN206736883U (zh) | 2017-04-12 | 2017-04-12 | 现场地基动态压缩模量测试仪 |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206736883U (zh) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107059833A (zh) * | 2017-04-12 | 2017-08-18 | 西南交通大学 | 现场地基动态压缩模量测试仪 |
-
2017
- 2017-04-12 CN CN201720379797.XU patent/CN206736883U/zh active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107059833A (zh) * | 2017-04-12 | 2017-08-18 | 西南交通大学 | 现场地基动态压缩模量测试仪 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Thoenen et al. | Seismic effects of quarry blasting | |
Araei et al. | Effects of loading rate and initial stress state on stress–strain behavior of rock fill materials under monotonic and cyclic loading conditions | |
Mikola et al. | Seismic earth pressures on retaining structures in cohesionless soils | |
Fatahi et al. | Performance of laterally loaded piles considering soil and interface parameters | |
Othman | Construed geotechnical characteristics of foundation beds by seismic measurements | |
CN109706981B (zh) | 高陡边坡桥墩基础受力变形特性的振动台模型测试系统 | |
Cengiz et al. | Shaking table tests on geosynthetic encased columns in soft clay | |
CN105223080B (zh) | 一种压剪条件下节理岩体性能及锚注效果的评价方法 | |
Thevanayagam et al. | Laminar box system for 1-g physical modeling of liquefaction and lateral spreading | |
CN110130300A (zh) | 采用剪切波速确定夯/压实填土层承载力特征值的方法 | |
Fattah et al. | Stresses and pore water pressure induced by machine foundation on saturated sand | |
Wersäll et al. | Small-scale testing of frequency-dependent compaction of sand using a vertically vibrating plate | |
Sahadewa et al. | Field testing method for evaluating the small-strain shear modulus and shear modulus nonlinearity of solid waste | |
Zhou et al. | Dynamic failure mode and dynamic response of high slope using shaking table test | |
Prakash | Analysis of rigid retaining walls during earthquakes | |
Rahman et al. | Soil stiffness evaluation for compaction control of cohesionless embankments | |
CN206736883U (zh) | 现场地基动态压缩模量测试仪 | |
MOONEY | Measurement depth of vibratory roller-measured soil stiffness | |
CN105737970B (zh) | 测试轴向近似梯度静应力下应力波传播规律的方法及装置 | |
CN104695416B (zh) | 路基强夯加固效果评价方法 | |
Falkner et al. | Rapid impact compaction for middle-deep improvement of the ground–numerical and experimental investigation | |
Grasmick et al. | Comparison of multiple sensor deflection data from lightweight and falling weight deflectometer tests on layered soil | |
Scott et al. | Full-scale dynamic lateral pile tests | |
CN207881832U (zh) | 一种基于脉冲激励差值响应分析的地基指定深度水平向动阻抗的测定装置 | |
Ali et al. | Response of circular footing on dry dense sand to impact load with different embedment depths |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20180307 Address after: 610031 Sichuan City, Chengdu Province, No. two North Ring Road, No. 111 Co-patentee after: ZHENGZHOU CNEC GEOTECHNICAL ENGINEERING CO.,LTD. Patentee after: SOUTHWEST JIAOTONG University Co-patentee after: CHINA NUCLEAR ENGINEERING & CONSTRUCTION Corp.,Ltd. Address before: 610031 Sichuan City, Chengdu Province, No. two North Ring Road, No. 111 Co-patentee before: ZHENGZHOU CNEC GEOTECHNICAL ENGINEERING CO.,LTD. Patentee before: Southwest Jiaotong University |
|
TR01 | Transfer of patent right | ||
CP01 | Change in the name or title of a patent holder |
Address after: 610031 No. two, section 111, ring road, Chengdu, Sichuan, China Patentee after: SOUTHWEST JIAOTONG University Patentee after: China Nuclear Power Survey, design and Research Co.,Ltd. Patentee after: CHINA NUCLEAR ENGINEERING & CONSTRUCTION Corp.,Ltd. Address before: 610031 No. two, section 111, ring road, Chengdu, Sichuan, China Patentee before: SOUTHWEST JIAOTONG University Patentee before: ZHENGZHOU CNEC GEOTECHNICAL ENGINEERING CO.,LTD. Patentee before: CHINA NUCLEAR ENGINEERING & CONSTRUCTION Corp.,Ltd. |
|
CP01 | Change in the name or title of a patent holder |