竖向加载下填筑黄土边坡土体强度特性研究
doi: 10.13204/j.gyjz201510020
RESEARCH ON THE STRENGTH CHARACTERISTICS OF REMOLDED LOESS FOR EMBANKMENT SLOPE UNDER VERTICAL LOADING
-
摘要: 利用真三轴仪,对重塑黄土进行了竖向加载条件下的平面应变试验,研究其在平面应变条件下的应力-应变关系、中主应力的变化特性和强度特性。试验结果表明:竖向主应力加载过程中,重塑黄土的应力-应变曲线均为硬化型或强硬化型。同一压实系数和固结围压条件下,含水率愈小,重塑黄土的强度就越高;同一含水率和固结围压条件下,压实系数越大,重塑黄土的强度就越高;同一含水率和压实系数条件下,固结围压越大,重塑黄土的强度就越高;重塑黄土的中主应力随轴向应变的增大而增大,固结围压越大,含水率越小,相应的中主应力越大;随着含水率的增大,黏聚力衰减明显,内摩擦角略有减小;随着压实系数的增大,黏聚力显著增大,内摩擦角几乎不变。Abstract: With the help of the true triaxial apparatus,plane strain tests of remolded loess were conducted in order to study the stress-strain relationship,the changing characteristics of intermediate principal stress and shear strength of remolded loess in plane strain condition. The test results showed that the stress-strain relationship curves of remolded loess were the hardening or strong hardening type during vertical principal stress loading. Under condition of the same coefficient of compaction and confining pressure,the smaller the moisture content was,the greater the strength of remolded loess was. On condition of the same moisture content and confining pressure,the greater the coefficient of compaction was,the higher the strength of remolded loess was. On condition of the same moisture content and coefficient of compaction,the greater the confining pressure was,the higher the strength of remolded loess was. The intermediate principal stress increased with the growth of axial strain. The greater the confining pressure and the smaller the moisture content were,the greater the intermediate principal stress was. With the moisture content being increased,the cohesion was reduced obviously and the internal friction angle was decreased slightly; with the coefficient of compaction being increased,the cohesion was increased significantly and the internal friction angle was almost constant.
-
Key words:
- remolded loess /
- plane strain /
- stress-strain curve /
- intermediate principal stress /
- shear strength
点击查看大图
计量
- 文章访问数: 89
- HTML全文浏览量: 5
- PDF下载量: 109
- 被引次数: 0