黄土状土

Q（2,3）黄土状土极限侧阻力及端阻力标准值探讨&以龙山发电厂试桩工程为例

Study on the Standard Values of Ultimate Side Friction and Tip Resistance of Pile in Loess Soil & Taking Loading Tests in Longshan Electric Power Plant Project as the Example

长春地区分布着第四纪（Q2&Q3）的黄土状土，一般厚10～20m，主要为粉质粘性土。

The Quaternary ( Q_2 Q_3 ) loess-like soil is distributed in the Changchun area and its thickness is up to 10 20m , in which the silty clay is dominant .

黄土状土和火山灰粘性土的动剪强度研究

Dynamic Shear Strength of Loessial Soils and Volcanic Cohesive Soils

长春地区黄土状土湿陷性的初步分析

A preliminary study on Collapsibility of loess-like soil in Changchun

长春黄土状土的水文、工程地质特性及降水方案的确定

Characteristic of microstructure , engineering geology and hydrogeology of loessial soil in Changchun

山东鲁中南地区黄土状土特征及地基处理

The characteristic of the loessial soil in the MIDST-SOUTH region of the Shandong and the foundation treatment

根据同一试验场地厚层非湿陷性黄土状土中8根大直径扩底墩、2根等直径桩的竖向承载力静载试验，对扩底墩的竖向承载性状进行了研究。

Based on the load tests of8 large diameter belled piers and2 friction piles , the vertical bearing behavior of the belled pier in non-collapsing loess-like soil is studied .

本文从试桩资料入手，针对Q2,3黄土状土，详细分析了桩的荷载传递特性及承载性状，发现了现行规范的缺陷，为Q2,3黄土状土分布区的桩设计提供了可借鉴的经验。

The load transmission characteristics and bearing behaviors of pile in loess soil Q_ ( 2,3 ) are analyzed through the loading test data and the limitations of the current codes are found , which supply the benefited experience for the pile design in losses soil Q_ ( 2,3 ) .

黄土状地基土浸水后的沉降分析及补强加固

Settlement Analyses And Reinforcement Strengthening Of Loessial Subsoil After Inundate

黄土状盐渍土在西北地区诸省均有分布。

Loess salted soil are distributed over the Northwestern areas in China .

黄土状粉土液化模拟中的微结构分析

Analysis on the microstructures of loessial silt of liquefaction

黄土状水泥土抗剪强度特性研究

Research on mechanical properties of cement loess

本文在黄土已有研究成果的基础上，通过三轴剪切试验对类黄土（黄土状土）的强度软化特性进行了重点研究。

This paper mainly studies the strength softening characteristic of loess-like soil by triaxial shear test on the basis of primary research productions of loess .