12 000 kN·m ENERGY DYNAMIC COMPACTION EXPERIMENT FOR COLLAPSIBLE LOESS

Zhan Jinlin; Shui Weihou; He Lijun; Cheng Xiaocheng

doi:10.13204/j.gyjz201006021

Volume 40 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 93-96

Zhan Jinlin, Shui Weihou, He Lijun, Cheng Xiaocheng. 12 000 kN·m ENERGY DYNAMIC COMPACTION EXPERIMENT FOR COLLAPSIBLE LOESS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 93-96. doi: 10.13204/j.gyjz201006021

Citation:

Zhan Jinlin, Shui Weihou, He Lijun, Cheng Xiaocheng. 12 000 kN·m ENERGY DYNAMIC COMPACTION EXPERIMENT FOR COLLAPSIBLE LOESS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 93-96. doi: 10.13204/j.gyjz201006021

Citation:

PDF( 0 KB)

12 000 kN·m ENERGY DYNAMIC COMPACTION EXPERIMENT FOR COLLAPSIBLE LOESS

doi: 10.13204/j.gyjz201006021

1.
Xiandai Architectural Design Group,Shenyuan Geotechnical Co.Ltd,Shanghai 200040,China

Received Date: 2009-11-15
Publish Date: 2010-06-20

Abstract

Abstract

A experiment of 12 000 kNm energy dynamic compaction for collapsible loess was carried out. Through comprehensive analyzing the data of standard penetration test，soil mechanics experiment，cone penetration test，Rayleigh test，static test，and compare with other energy dynamic compaction results of collapsible loess，some results of effective reinforced depth and coefficient of collapsibility were obtained. References for design，construction，and detection of collapsible loess were provided.
- collapsible loess,
- foundation treatment,
- 12 000 kN·m dynamic compaction,
- detection

FullText(HTML)

References(8)

References

王铁宏. 新编全国重大工程项目地基处理工程实录[G]. 北京:中国建筑工业出版社，2005.

[2] 水伟厚. 冲击应力与10 000 kNm高能级强夯系列试验研究[D]. 上海:同济大学，2004.

[3] 王铁宏，水伟厚，王亚凌，等. 10 000 kNm高能级强夯地面变形与孔压试验研究[J]. 岩土工程学报，2005，27 (7) : 759-762.

[4] 王铁宏，水伟厚. 高填方碎石土地基16 000 kNm能级强夯试验研究[C]//第十届土力学及岩土工程学术会议论文集:下册. 北京:中国建筑工业出版社，2007:43-48.

[5] JGJ 792002 建筑地基处理技术规范[S].

[6] GB 50025-2004 湿陷性黄土地区建筑规范[S].

[7] 詹金林，水伟厚，何立军. 18 000 kNm能级强夯处理深厚填海碎石试验研究[J]. 工业建筑，2010，40(4) :96-99.

[8] 王铁宏，水伟厚，王亚凌，等. 强夯法有效加固深度的确定方法与判定标准[J]. 工程建设标准化，2005(3) :27-38.

Relative Articles

[1]	ZHU Yanpeng, LYU Yubao, FANG Guangwen, WANG Hao, ZHANG Zhiqi. Experimental Study on Frost Resistance of Fluidized Solidifiable Soil Integrated by Collapsible Loess and Red Sandstone[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 194-203. doi: 10.3724/j.gyjzG22101715
[2]	JIANG Yi, WANG Gang, REN Xiaoguang, YANG Jingming, HU Junjie. Case Study of Karst Foundation Treatment for a Foundation Pit Project in Shenzhen[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 204-207. doi: 10.13204/j.gyjzg21043008
[3]	JIANG Qinquan, GU Renguo, DENG Lei, FANG Yingguang. Experiment and Analysis of Filling Degrees in Foundation of Immersed Tube Tunnels Treated by the Sand Flow Method[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 24-28. doi: 10.13204/j.gyjzG21062306
[4]	WANG Zhaohui, CHEN Tianlei. EXPERIMENTAL STUDY ON A NOVEL PILE WITH NEGATIVE FRICTIONAL RESISTANCE-REDUCED ACTIVELY IN COLLAPSIBLE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 151-157,144. doi: 10.13204/j.gyjzG20062403
[5]	CHEN Tianlei, LI Xudong, GAO Yuguang. EXPERIMENTAL STUDY OF TREATMENT FOR DEEP THICKNESS SELF-WEIGHT COLLAPSIBLE LOESS FOUNDATION WITH TWO-WAY SOIL DISPLACEMENT SCREW PILES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 1-5,28. doi: 10.13204/j.gyjz202006001
[6]	Mei Yuan Hu Changming Wei Yifeng Zhao Nan Liu Dajiang Yuan Yili, . CENTRIFUGAL TEST AND STABILITY ANALYSIS OF A HIGH-FILLED COLLAPSIBLE LOESS SLOPE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 93-97. doi: 10.13204/j.gyjz201506019
[7]	Yang Jue, Zheng Qizhen, Han Mingfei. THE INSPECTION AND REINFORCEMENT ON THE STEEL TRUSS OF A BELT TRANSPORT CORRIDOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 138-141,124. doi: 10.13204/j.gyjz201303029
[8]	Chen Zhongqing, Xu Chao, Ye Guanbao, Lu Sheng, Li Junshi. FIELD EVALUATION OF DYNAMIC COMPACTION ON SILT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 106-110. doi: 10.13204/j.gyjz201304022
[9]	Qiang Xiaojun, Zhang Changsheng, Liu Feng. FIELD TEST AND ANALYSIS OF REINFORCED PILE- SUPPORTED FOUNDATION IN LARGE AREA OF SOFT GROUND[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 95-98. doi: 10.13204/j.gyjz201204020
[10]	Li Yan, Song Lei, Yin Huiguang. EVALUATION OF THE RELIABILITY OF THE RC BUILDING OF A COLLIERY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 133-138. doi: 10.13204/j.gyjz201212029
[11]	Chen Fuquan, Cao Qijun. MECHANISM AND DESIGN METHOD OF GROUND IMPROVEMENT BY RESONANCE COMPACTION METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 117-121. doi: 10.13204/j.gyjz201206025
[12]	Liu Wenjing, Yang Jianzhong, Wang Ni. INSPECTION AND REINFORCEMENT OF HYDROCHLORIC ACID CORROSION ACCIDENT OF A CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 139-141,145. doi: 10.13204/j.gyjz201106030
[13]	Feng Zhiyan, Han Xingzhao, Zheng Xiang. STATISTIC ANALYSIS OF EFFECT FOR LOW-MIDDLE ENERGY DYNAMIC COMPACTION IN ELIMINATING COLLAPSIBILITY OF LOESS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 53-56. doi: 10.13204/j.gyjz201102014
[14]	Yuan Chengfang, Niu Ditao, Wang Qinglin, Yuan Bo. SAFETY EVALUATION AND STRUCTURE STRENGTHENING OF A CHEMICAL PLANT SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 113-117. doi: 10.13204/j.gyjz201006026
[15]	Zhan Jinlin, Shui Weihou, He Lijun, Cheng Xiaocheng. EXPERIMENTAL STUDY ON TREATMENT OF THICK GRAVEL SOIL FOR MARINE RECLAMATION LAND USING DYNAMIC COMPACTION OF 18000 kN·m[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 96-99. doi: 10.13204/j.gyjz201004021
[16]	Ren Yutao, Han Xiaolei, Li Sujuan. APPLICATION OF UNDERPINNING PILE BY MANUAL DIGGING IN TREATMENT OF COLLAPSIBLE LOESS FOUNDATION ACCIDENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 118-122. doi: 10.13204/j.gyjz201006027
[17]	Chen Dachuan, Hu Haibo. DETECTION AND REINFORCEMENT DESIGN OF A MODERN ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 100-103. doi: 10.13204/j.gyjz200707029
[18]	Gao Peiguo, Lu Yiyan Wu, Qixiang. TESTING AND STRENGTHENING FOR THE MAIN FACTORY BUILDING OF A POWER PLANT AFTER A FIRE HAZARD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 99-101. doi: 10.13204/j.gyjz200603026
[19]	Song Xiang. DETECTION AND RESTORATION OF BUILDING WITH CONCRETE FRAME AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 92-94. doi: 10.13204/j.gyjz200506027
[20]	Wang Changyong, Zhao Quan. PREVENTION AND TREATMENT OF QUALITY ACCIDENT OF CONSTRUCTION JOINT IN THE CONNECTION OF BEAM AND COLUMN FOR FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 91-93. doi: 10.13204/j.gyjz200410027