Wall and Ground Movements Associated with Deep Excavations Supported by Cast In Situ Wall in Mixed Ground Conditions

Author:

Leung Erin H. Y.12,Ng Charles W. W.12

Affiliation:

1. Formerly, Ph.D. Student, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clearwater Bay, HKSAR.

2. Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clearwater Bay, HKSAR.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference42 articles.

1. Displacement Flexibility Number for Multipropped Retaining Wall Design

2. Buildings Department. (2004). “Mass Transit Railway protection railways ordinance; Mass Transit Railway (land resumption and related provisions) Ordinance; buildings ordinance scheduled area no. 3. Practice note for authorized persons and registered structural engineers (PNAP 77).” Buildings Department The Government of the Hong Kong SAR.

3. Chan A. K. C. (2003). “Observations from excavations—A reflection.” Proc. HKIE Geotechnical Division Annual Seminar 2003 Hong Kong 84–101.

4. Chan S. Y. Chan W. K. Chiu W. K. K. and Hui W. K. (1998). “Study of ground deformations due to excavations in Hong Kong.” Final Year Project Civil Engineering Dept. The Hong Kong Univ. of Science and Technology.

5. Chu R. P. K. Yau P. K. F. Leung D. H. K. and Mok K. H. (2001). “Integrate approach for deep excavation along soft ground (MTRC) tunnels.” Proc. 3rd Int. Conf. on Soft Soil Engineering Hong Kong 391–396.

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