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首页> 外文会议>International Symposium on Earth Reinforcement Nov 14-16, 2001, Fukuoka/Kyushu/Japan >A 12-m high geosynthetic-reinforced residual soil slope
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A 12-m high geosynthetic-reinforced residual soil slope

机译：12 m高的土工合成材料加筋的剩余土坡

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摘要

A 12-m high steep slope was to be cut in residual soil to make way for the construction of a new road in the Bukit Panjang district, Singapore. Numerous technical and environmental requirements imposed construction of a retaining structure for the resulting steep soil slope. Being in the vicinity of a nature park, the proposed structure should blend aesthetically with its environment. It, too, had to be inclined at about 60 degrees to create the needed space. Field instrumentation comprising total pressure cells, piezometers, standpipes, tensiometers, inclinometers and settlement devices were installed and monitored regularly. A large number of strain gauges were also installed on the geotextiles to monitor the strain development with construction and subsequent slope behavior. This paper presents the monitored construction, field pullout tests and preliminary short-term performance of the 12m high geosynthetics reinforced slope in residual soil.
机译：将在残留的土壤上切下一个12米高的陡坡，为在新加坡武吉班让区建设新道路铺平道路。许多技术和环境要求对所形成的陡峭土壤坡度都要求建造保持结构。在自然公园附近，拟议的结构应与环境完美融合。它也必须倾斜约60度才能创建所需的空间。定期安装并监控包括总压力传感器，压力计，立管，张力计，倾角计和沉降装置在内的现场仪器。在土工布上还安装了大量的应变仪，以监测应变的发展以及构造和随后的斜坡行为。本文介绍了残留土中12m高的土工合成材料加筋边坡的监测施工，现场拉拔试验和初步短期性能。

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