Underground stations excavation of up to 45m deep for mass rapid transit in limestone formation, Malaysia-Reference-Cited by-同舟云学术

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Underground stations excavation of up to 45m deep for mass rapid transit in limestone formation, Malaysia

Published:2016 Issue:2 Volume:2 Page:170-175
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Tan Yean-Chin¹,Koo Kuan-Seng¹,Chow Chee-Meng¹

Affiliation:

1. G&P Geotechnics Sdn Bhd, Wisma G&P

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Link

https://www.jstage.jst.go.jp/article/jgssp/2/2/2_MYS-03/_pdf

Reference5 articles.

1. 1) BS8002:1994. “Code of Practice for Earth Retaining Wall”. British Standards Institution, London.

2. 2) BS8081:1989. “Code of Practice for Ground Anchorages”. British Standards Institution, London.

3. 3) BS5950-1:2000. “Structural Use of Steelwork in Buildings, Part 1: Code of Practice for Design - Rolled and Welded Sections”, British Standards Institution, London.

4. 4) CIRIA Special Publication 95 (1993). “The Design and Construction of Sheet-Piled Cofferdams”, Construction Industry Research and Information Association, London.

5. 5) CIRIA C580. (2003). Enbedded retaining walls – guidance for economic design, London.

Cited by 2 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. Durability Study of Malaysia Rock Mass for Tunnelling Construction;Water Resources Development and Management;2023

2. Hybrid AHP-Fuzzy TOPSIS Approach for Selecting Deep Excavation Support System;Buildings;2022-03-03

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