马兰黄土压实工艺的试验研究  

EXPERIMENTAL RESEARCH ON COMPACTION TECHNOLOGY OF MALAN LOSSES

作　　者：胡长明[1] 梅源[1] 王雪艳[1,2] 崔耀[1] 张文萃[1] 

机构地区：[1]西安建筑科技大学土木工程学院,西安710055 [2]西安建筑科技大学华清学院,西安710043

出　　处：《工业建筑》2012年第11期78-81,共4页Industrial Construction

基　　金：陕西省科技攻关计划(2011k10-20);包头市科技计划项目(2011x1006)

摘　　要：针对马兰黄土的压实工艺开展了击实试验及系列现场试验研究,分析含水量对压实效果的影响和单项工艺及新型组合工艺的压实工效,给出压实马兰黄土主要物理力学性质、填筑地基承载力特征值及土体变形模量的参考值。试验结果表明:马兰黄土水敏感性强,含水量控制是其压实效果的关键因素,现场压实施工的土体含水量控制范围可取12%～14%,最大干密度可取1.85～1.89 g/cm3,压实施工可首选振碾强夯组合压实工艺,该工艺施工速度快,场地适应性好,可较好地应用于沟壑填筑施工。A series of tests and Proctor compaction test were carried out to study the compaction characteristics of Malan Losses. Analysis were made of the influence of water content on compaction effect and compaction effect of single or the new combination technology. The reference index of physical and mechanical property of compact Malan Losses were gained, and it was also given reference value of ground bearing capacity and modulus of deformation. The results of the tests showed that compact Malan losses had strong water susceptibility, and water content controlling was the key factor of compaction effect; the scope of water content controlling in-situ was 12% - 14% and maximum dry density was 1.85 - 1.89 g/cm3. The vibrating-dynamic combination technology was best for compacting Malan Losses, and the construction speed of this technology was rapid and compliance was good, and it best for gully, fill construction.

关 键 词：马兰黄土 压实工艺 振碾强夯组合压实 含水量控制 压实系数 

分 类 号：TU411[建筑科学—岩土工程]