期刊
SOILS AND FOUNDATIONS
卷 51, 期 5, 页码 775-784出版社
JAPANESE GEOTECHNICAL SOC
DOI: 10.3208/sandf.51.775
关键词
bender element; cement-treated soil; fall cone; hardening process; shear modulus; shear strength; vane shear
资金
- Japan Railway Construction, Transport and Technology Agency (JRTT)
The engineering properties of cement-treated soils manufactured by the so-called Pipe Mixing Method and Super GeoMaterial (SGM) Method were studied. In these methods, clayey soils with high water contents are mixed with cement and used as fill material. Since the cement-mixed soils are transported through a pipeline, whose length at times exceeds 2 km, the properties of the treated soil during the initial stages of the hardening process are important. Bender element, vane shear and fall cone tests were performed to obtain such engineering properties as the shear modulus and the shear strength. The study revealed the following; 1) The minimum shear wave velocity of treated soils is detectable at around 2.8 m/s, corresponding to a shear modulus of about 12 kPa. 2) A linear correlation between the shear modulus and the shear strength exists even in the very early stages of curing, approximately G = 300 s, where G and s are the shear modulus and the shear strength, respectively. This relation is similar to that for natural clays. 3) The setting time observed for concrete is also apparent in cement-treated soil materials. 4) Fall cone tests comprise a useful and simple technique for measuring very low levels of shear strength.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据