Skip to Main Content
ASME Press Select Proceedings

Geological Engineering: Proceedings of the 1st International Conference (ICGE 2007)

Baosong Ma
Baosong Ma
Search for other works by this author on:
No. of Pages:
ASME Press
Publication date:

The height of cushion has played a key role in bearing capacity of composite ground with cement-soil pile, so the selection of the cushion height has become a key factor in composite foundation design. Concentrating on the silty soil in Zhuhai, four kinds static load tests on cushion height of cement-soil piles composite foundation is carried out. Through the comparative analysis on the test data, the reasonable cushion height of cement-soil pile composite foundation is suggested, the load transfer mechanism of cement-soil pile composite foundation is obtained, and many factors should be taken into consideration in designing the cushion height. The results provide a valuable reference for the design of cement-soil piles composite foundation in the Zhujiang triangle district.

You do not currently have access to this chapter.
Close Modal
This Feature Is Available To Subscribers Only

Sign In or Create an Account

Close Modal
Close Modal