摘要
以承德大庙杂岩体斜长岩工程为例,用单轴和三轴抗压强度试验方法对承德斜长杂岩体进行了研究,得到其单轴抗压强度随深度变化规律及不同三轴围压下其抗剪强度变化规律。
Taking the rock engineering of Chengde big temple inclined composite pluton as an example, this paper used the test method of single and three axis compressive strength, researched the Chengde inclined composite pluton, gained the depth change law of single axis compressive strength and the shearing resistance change law under different three axis pressure.
出处
《山西建筑》
2013年第20期61-63,共3页
Shanxi Architecture
关键词
斜长杂岩体
三轴
内聚力
内摩擦角
inclined composite pluton
three axis
cohesion
internal friction angle
