Evaluation of response mechanisms in an elevated pile group subjected to lateral loading caused by twin-tunnelling

Author:

Ali Soomro Mukhtiar,Mangi NaeemORCID,Cui Zhen-DongORCID,Liu KaiORCID,Ali Mangnejo Dildar

Publisher

Elsevier BV

Reference48 articles.

1. Observed ground and pile group responses due to tunneling in Bangkok stiff clay;Boonyarak;Can. Geotech. J.,2014

2. Horizontal mechanical responses of single pile due to urban tunnelling in multi-layered soils;Cao;Comput. Geotech.,2021

3. CEN (2001). Eurocode 7, part 1: Geotechnical design: General rules, Final Draft prEN 1997-1. Brussels, Belgium: European Committee for Standardization (CEN).

4. Monitoring of reinforced concrete piles under horizontal and vertical loads;Coutts,2000

5. A Numerical study on the lateral pile-soil Interaction during the tunneling process in clay. iranian journal of science and technology, transactions of;Gu;Civ. Eng.,2023

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