摘要
以某高速公路弃土场为研究对象,开展不同弃土容重、粘聚力及内摩擦角对弃土场安全系数影响规律研究。研究表明:弃土场安全系数受弃土容重、粘聚力以及内摩擦角影响显著。弃土场安全系数随弃土容重增加而降低,随粘聚力及内摩擦角的增大而增大。弃土容重增加到1.34倍,对应安全系数降低5.94%。弃土粘聚力增加2.15倍,其安全系数增加1.19倍。弃土内摩擦角增加1.5倍,其安全系数增加1.43倍。严格控制弃土工程参数是保障弃土场安全稳定的必要措施。
A study was conducted on the impact of different soil bulk densities,cohesive forces,and internal friction angles on the safety coefficient of a certain highway spoil ground.Research has shown that the safety factor of spoil ground is significantly affected by the bulk density,cohesion,and internal friction angle of the spoil.The safety factor of the spoil ground decreases with the increase of the bulk density of the spoil,but increases with the increase of cohesion and internal friction angle.The safety factor of the spoil ground decreases with the increase of the bulk density of the spoil,but increases with the increase of cohesion and internal friction angle.The bulk density of abandoned soil increased to 1.34 times,resulting in a corresponding safety factor reduction of 5.94%.The cohesion of abandoned soil increased by 2.15 times,and the safety factor increased by 1.19 times.The increase in internal friction angle of abandoned soil by 1.5 times increases its safety factor by 1.43 times.The increase in internal friction angle of abandoned soil by 1.5 times increases its safety factor by 1.43 times.Strict control of soil engineering parameters is a necessary measure to ensure the safety and stability of spoil ground.
作者
赵胜利
ZHAO Sheng-li(CITIC Construction Co.,Ltd.,Beijing 100027,China)
出处
《价值工程》
2023年第17期133-135,共3页
Value Engineering
关键词
弃土场
安全系数
容重
粘聚力
内摩擦角
dump
safety factor
bulk density
cohesion
internal friction angle
