Static cone penetration test study of soft soils after vacuum preloading in Huanghua port area
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Static cone penetration test study of soft soils after vacuum preloading in Huanghua port area
Vol. 27, Issue 12, (2006)
作者机构:
1. 北京国电华北电力工程有限公司,北京,100011
2. 中国地质大学(北京)工程技术学院,北京,100083
3. 中国地质大学(北京)水环学院,北京,100083
4. 河北唐山中冶地岩土公司,河北,唐山,063004
作者简介:
基金信息:
DOI:
CLC:TU413.5
Online First:09 December 2013,
Published:2006
稿件说明:
移动端阅览
ZHAN Chuan, GAO Wen-long, ZHOU Xu-rong, et al. Static cone penetration test study of soft soils after vacuum preloading in Huanghua port area[J]. 2006, 27(12).
DOI:
ZHAN Chuan, GAO Wen-long, ZHOU Xu-rong, et al. Static cone penetration test study of soft soils after vacuum preloading in Huanghua port area[J]. 2006, 27(12).DOI:
Static cone penetration test study of soft soils after vacuum preloading in Huanghua port area
The static cone penetration test formula for vacuum preloading foundation in soft soil area has never reported in China. Through years of practice in Huanghua Lough
a set of static cone penetration test formula has been obtained for vacuum preloading foundation in soft soil area by researching on the correlativity among cone point resistance
physico-mechanical indexes in 11 projects. The set of formula has important reference sense to calculate the foundation bearing capacity
modulus of compressibility
undrained shear strength
ultimate side resistance of pile
and to assess the character of vacuum preloading foundation in soft soil area.