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- Construction Technology for Foundation and Slab-on-Grade Floor of Heavy Plant under Geological Condition of Saturated Soft Clay Soil Covered with Blowout Sand 以吹填砂为覆盖层的饱和软粘土地质条件下重型厂房基础、地坪施工技术
- The work presented herein provides more reasonable and reliable theory and technique for practical consolidation analyses and computations of soft clayey soils. 本研究为实际软粘土地基的固结分析计算提供了更合理可靠的理论和技术。
- soft clay soil 软黏土
- Digging that clay soil is back-breaking work. 挖那粘土是一件艰苦繁重的工作。
- The liquid limits of 59 samples of Quaternary soft clayey soils in Shanghai were determined by two different methods, namely A. M. Vassilieff Cone penetration method with sending depth of 10mm and 17mm, and Casagrande method (ASTM Standard). 用二种不同方法:瓦氏圆锥仪法,锥体下沉深度为10mm及17mm,以及卡氏法(ASTM标准),对上海地区第四纪软粘性土的59个试样分别测液限值。
- If you have clay soil in your garden, you have to dig it well. 要是你的花园里有粘土的话,你得好好挖一挖。
- The land is composed of gravelly tableland and clay soil. 土壤主要由砾质台地和粘土组成。
- Natural structural soft clay is a strong structural soil, therefore, the real preconsolidation pressure won't be obtained by traditional method. 土的天然结构性软粘土是一种具有较强结构性的土，通过传统的求取土先期固结压力的方法，是无法获得其真正先期固结压力的。
- In other words, soil creep may make significant contributions to diaphragm wall displacement and ground settlement in a deep excavation project in soft clay strata. 也就是说，对一个座落于粘土地层的深开挖工程而言，土壤潜变可能对壁体侧向变形及地表沈陷有显著的贡献。
- Clay soil retains water. 黏土能保持水分。
- Because of soil squeezing effect and excess pore water pressur,reconsolidation settlement will occur around soil compaction piles in saturated soft clay during pile driving. 位于饱和软粘土地基中的挤土桩,由于沉桩过程中地基土产生挤土效应及超静孔隙水压力,同时随着超静孔隙水压力的消散,桩周地基土产生再固结沉降。
- The deformational machanism of deepexcavation in soft clay is that the deformation of the pit is induced by unloading and plasticdeformation of the soil mass. 软土基坑的变形是由于基坑开挖后卸荷回弹及应力重分布后土体的塑性变形所致，变形类型包括侧向位移、坑底隆起和地表沉降三个方面，三者之间存在着体积上的联系。
- The soil in Xiangyang was yellow clay soil and in Ezhou was brown loamy soil. 襄阳供试土壤为黄黏土，鄂州为棕壤土。
- Exceeding this point, the localized deformation became violent on soft clay. 过此点后粘性土局部化变形加剧。
- The consolidation coefficient is key parameters in the soft clay engineering. 在软土工程中,地基土的固结系数是重要参数。
- Characteristics of the soft clayey soil and its drained consolidation in the Pearl River Delta, Gnangdong Province 珠江三角洲软土特性与排水固结研究
- Experiment Study on the Effects of Adsorbed Water on Rheological Characteristics of Soft Clayey Soil 结合水对软粘土流变性质影响的试验研究
- The bucket foundation penetrated soil is analyzed.Constitutive relationship of marine soft clay has been studied by using the principle of J2 flow theory and isotropy. 分析筒型基础沉贯作用的土层,利用J2流动理论各项同性硬化原理,研究海积软土颗粒本构关系,结合离散元方法计算土体体应变,并将其引入海积软土的物性参数动态计算模型。
- Li Jiu-hao.The application of vacuum-heaped load combining Precompression in the consolidation of soft Clay[J].Rock and Soil Mechanics,1999,20(4):58-62. [2]李就好.;真空-堆载联合预压法在软基加固中的应用[J]
- The composition of grade is as follows: sand 44.75%, silt 31%, and clay soil 24.25%. 粒级构成为：砂44.;75%25，粉砂31%25，黏土24
