CAJ | 학술논문

通过裂隙性黄土样的三轴压缩试验,利用土样裂隙和侧壁标记的网格在试验前后的对比与直观反映,描述了具有不同裂隙空间形态的不同性状土样在不同试验围压下的破坏特征,总结了其变形破坏规律,试验结果显示,裂隙性黄土的破坏分为脆性破坏和塑性破坏两种类型,表现为极强软化型、强软化型、软化型、理想塑性型(或弱软化型、弱硬化型)和硬化型5种型式,其破坏特征与土样原裂隙的空间形态及性质、试验围压等因素密切相关,形成的破裂面位置主要受土样的原裂隙、变形方式和上下底面透水石的边界控制.
통과렬극성황토양적삼축압축시험,이용토양렬극화측벽표기적망격재시험전후적대비여직관반영,묘술료구유불동렬극공간형태적불동성상토양재불동시험위압하적파배특정,총결료기변형파배규률,시험결과현시,렬극성황토적파배분위취성파배화소성파배량충류형,표현위겁강연화형、강연화형、연화형、이상소성형(혹약연화형、약경화형)화경화형5충형식,기파배특정여토양원렬극적공간형태급성질、시험위압등인소밀절상관,형성적파렬면위치주요수토양적원렬극、변형방식화상하저면투수석적변계공제.
After triaxial compression tests to fissured loess samples with different features and different angle values of fissure in samples under different confining pressures, the failure characteristics are described; and deformation and failure rules are generalized by means of measuring the distortion of mesh lines and fissure marked in side face of fissured loess samples. Results of tests show that there are 2 types of failure which are brittle failure and plastic failure; and that there are 5 modes of stress-strain curves with very strong softening, strong softening, softening, perfect plastic(or weak softening, weak hardening) and hardening. The different failure modes are related to such factors as spatial location and feature of fissure in samples and confining pressures of tests. And the position of failure plane in fissured loess is influenced by the deformation modes of samples and fissure in samples and the border of top or bottom pervious stone.