Model Test on Lateral Loading Performance of Secant Pile Walls-Reference-Cited by-同舟云学术

Model Test on Lateral Loading Performance of Secant Pile Walls

Published:2014-04 Issue:2 Volume:28 Page:391-401
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Liao Shao-Ming¹,Li Wen-Lin²,Fan Yao-Yao³,Sun Xun⁴,Shi Zhen-Hao⁵

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P. R. China (corresponding author).

2. Engineer, Suzhou Rail Transit Co., Ltd., 668 Ganjiang Rd. West, Suzhou, Jiangsu Province 215006, P. R. China.

3. Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, P. R. China.

4. Engineer, Beijing Municipal Construction Design Institute, Shanghai Branch, Shanghai 200092, P. R. China.

5. Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000374

Reference21 articles.

1. Altuntas C. Persaud D. and Poeppel A. R. (2009). “Secant pile wall design and construction in Manhattan.” Proc. Int. Foundation Congress and Equipment Expo (IFCEE2009) ASCE Reston VA 105–112.

2. Anderson T. C. and Williams J. L. (2004). “Secant piles support access shafts for tunnel crossing in difficult geologic conditions.” Proc. GeoSupport 2004: Drilled Shafts Micropiling Deep Mixing Remedial Methods and Specialty Foundation Systems J. P. Turner and P. W. Mayned eds. ASCE Reston VA 299–308.

3. Response of Building Adjacent to Stiff Excavation Support System in Soft Clay

4. Performance of a Stiff Support System in Soft Clay

Cited by 15 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Parametric and comparative study between anchored, strutted and cantilever system for a secant pile wall retaining a soil during construction an under-ground water tank;Case Studies in Construction Materials;2024-07

2. Predicting the Maximum Axial Capacity of Secant Pile Walls Embedded in Sandy Soil;Geotechnical and Geological Engineering;2024-01-30

3. Back-analysis of an embedded retaining wall in stiff clay;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2023-08-09

4. Performance Analysis of Axially Loaded Secant Pile Wall Embedded in Sand: An Experimental Investigation;Arabian Journal for Science and Engineering;2023-02-10

5. Determination of Blast Impact Range and Safe Distance for a Reinforced Concrete Pile Under Blast Loading;International Journal of Engineering;2023