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石灰改性膨胀土工程性质的试验研究
引用本文:崔伟,李华銮,穆乃敏.石灰改性膨胀土工程性质的试验研究[J].岩土力学,2003,24(4):606-609.
作者姓名:崔伟  李华銮  穆乃敏
作者单位:1.山东大学 土建与水利学院,山东 济南 250061;2.山东建筑工程学院,山东 济南250014
摘    要:通过对济南、淄博地区膨胀土的室内物理力学性质、石灰改性的系列试验分析,确定了膨胀土的等级、改性后土的胀缩性、强度与剂量的关系及掺入石灰的最佳配比。

关 键 词:膨胀土  胀缩性  含水量  压缩强度
文章编号:1000-7598-(2003)04-0606-04
收稿时间:2002-04-16
修稿时间:2002年4月16日

Experimental research on engineering character of improved expansive soil with lime
CUI Wei,LI Huan-luan,MU Nai-min.Experimental research on engineering character of improved expansive soil with lime[J].Rock and Soil Mechanics,2003,24(4):606-609.
Authors:CUI Wei  LI Huan-luan  MU Nai-min
Institution:1. School of Civil Engineering, Shandong University, Jinan 250061, China; 2. Shandong Institute of Architecture and Engineering, Jinan 250014, China
Abstract:Through experimental analysis of improved expansive soil with lime of Jinan, Zibo region, the expansive soil ranks are classified. Meantime, the expansibility of improved expansive soil, the relation between compressive strength and lime dose is pointed out. And the optimal ratio of mixing expansive soil to lime is put forward.
Keywords:expansive soil  expansibility  water content  compressive strength  
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