| TRD工法在基坑支护工程中的应用效果分析 |
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| 引用本文： | 黄成.TRD工法在基坑支护工程中的应用效果分析[J].建筑技术,2010,41(12):1145-1147. |
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| 作者姓名： | 黄成 |
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| 作者单位： | 杭州经济技术开发区建筑工程质量安全监督站,杭州310018 |
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| 摘 要： | 介绍一种新型水泥土地下连续墙的施工方法——TRD工法的工作原理。根据TRD工法和SMW工法在杭州某工程深基坑支护中同时应用的监测结果,对两种工法所造水泥土地下连续墙的支护效果进行对比分析,证明与SMW工法地下连续墙相比,TRD工法所造墙体的刚度更大,止水性更好。
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| 关 键 词： | TRD工法 基坑支护 支护效果 |
ANALYZE APPLICATION EFFECT OF TRD METHOD IN A FOUNDATION PIT SUPPORTING ENGINEERING |
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| HUANG Cheng.ANALYZE APPLICATION EFFECT OF TRD METHOD IN A FOUNDATION PIT SUPPORTING ENGINEERING[J].Architecture Technology,2010,41(12):1145-1147. |
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| Authors: | HUANG Cheng |
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| Affiliation: | HUANG Cheng (Construction Quality and Safety Supervision Stations of Hangzhou Economic and Technological Development Zone, 310018, Hangzhou, China) |
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| Abstract: | Introduced the working principle of a new type construction method of cement-soil undergroud continuous wall--TRD method. According to relevant monitoring results of a deep foundation pit supporting engineering in Hangzhou which SMW and TRD method both applied, Comparative analyzed the supporting effect of cement-soil underground continuous wall made by two types of engineering methods, it proved that underground continuous wall made by TRD method had greater stiffness, better water-stop compared to SMW method. |
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| Keywords: | TRD method foundation pit supporting supporting effect |
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