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土工织物加筋法在堤坝地基处理中的应用 被引量:4
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作者 陆健辉 阮龙飞 《人民长江》 北大核心 2012年第S1期34-37,共4页
土工织物加筋不仅可加速土体排水固结和增强土体强度,提高坝体的稳定性,而且有操作简便、投资省、工期短等优点。在长江口某围堤修筑中,采用充泥管袋筑堤施工工艺,软土上的围堤利用充泥管袋的加筋作用,确保了围堤施工期和运行期的稳定... 土工织物加筋不仅可加速土体排水固结和增强土体强度,提高坝体的稳定性,而且有操作简便、投资省、工期短等优点。在长江口某围堤修筑中,采用充泥管袋筑堤施工工艺,软土上的围堤利用充泥管袋的加筋作用,确保了围堤施工期和运行期的稳定。详细论述了堤身稳定计算成果和充泥管袋、堤身土吹填施工工序,可为其他工程参考。 展开更多
关键词 软土地基 充泥管袋 土工织物 地基处理 堤地地基
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Ground treatment of sea embankment by vacuum preloading with PVDs 被引量:1
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作者 刘汉龙 Aly H.Mahfouz 陈永辉 《Journal of Southeast University(English Edition)》 EI CAS 2004年第1期96-101,共6页
Vacuum provides an alternative in reducing the length of preloading period for soft soil consolidation. In this method, soft clay foundation is preloaded by reducing the pore-water pressures through the application of... Vacuum provides an alternative in reducing the length of preloading period for soft soil consolidation. In this method, soft clay foundation is preloaded by reducing the pore-water pressures through the application of vacuum pressure in combination with surcharge preloading. A full scale and fully instrumented test embankment was constructed. A drainage pattern system combined with 22 m prefabricated vertical drains (PVDs) length was used with triangular pattern of 1.2 m spacing. Among the foundation instrumentation, piezometers were installed in the foundation subsoil at varying depth to measure the pore-water pressures. After 6 months of vacuum pressure application at 80 kPa, the test embankments were raised to a maximum height of 5.5 m. The effect of vacuum preloading was investigated by the field conditions, maintaining higher vacuum pressures, and unloading vacuum. The results demonstrated the efficiency of combined vacuum and surcharge preloading. 展开更多
关键词 CONSOLIDATION Drainage Pore pressure SOILS Underwater foundations
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