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[來源:www.haradaip.com] [作者:淤泥固化] [日期:18-11-27]

在當今經濟發展的快速框架下,沿海城市也快速的開疆拓土,圍海造地,所以淤泥固化也為當今經濟發展貢獻了一份力量。在圍海造地吹填土淤泥固化、江河灘涂地淤泥固化、河道清淤固化、公路、建筑、港口貨場路基軟化處理上做到了廣泛應用。下面列舉幾個工程應用: In today's rapid economic development in the framework, a coastal city also fast speakers, the sea stretched out, so the sludge solidification also makes a contribution to the economic development. Reclaiming land from seawaters in the reclaimed soil sludge solidification, rivers TanTuDe sludge solidification, river dredging, curing, roads, buildings, ports, freight yard on subgrade softening did a wide range of applications. Here are a few engineering application: 道路工程 Road engineering 說明:此圖為一般道路工程斷面圖,路基部位固化深度1.8米(固化劑摻入量10%),管溝固化深度3~5米(固化劑摻入量10%),綠化帶固化深度1.3米(固化劑摻入量8%)固化土下部地質情況為吹填土,厚度約5米,同時吹填土以下還有8米厚的淺海相沉積層。固化土作為承托層滿足設計相關要求,即摻入量為10%的固化土7天無側限抗壓強度大于0.4Mpa,地基承載力大于120Kpa,摻入量為8%的固化土7天無側限抗壓強度大于0.3Mpa,地基承載力大于100Kpa. Description: this profile, the graph is general road engineering roadbed site curing depth 1.8 meters (amount of curing agent added to 10%), curing trench depth 3 ~ 5 meters (amount of curing agent added to 10%), green curing depth of 1.3 meters (amount of curing agent added 8%) lower geological condition for the reclaimed soil stabilized soil, the thickness of about 5 meters, at the same time blow to fill the following eight metres of neritic facies sediments. Solidified soil layer as a retainer meet the design requirements, namely mixed with 10% of 7 days of solidified soil unconfined compressive strength is greater than 0.4 Mpa, the foundation bearing capacity is more than 120 kpa, mix for 7 days 8% of solidified soil unconfined compressive strength is greater than 0.3 Mpa, the foundation bearing capacity is larger than 100 kpa. 建筑工程 Construction engineering 說明:此圖為一般建筑工程斷面圖,淤泥固化厚度為2米,固化劑摻入量為10%,固化土下部地質情況為吹填土,固化工作為承托層滿足設計相關要求,即摻入量為10%的固化土7天無側限抗壓強度大于0.6Mpa,地基承載力大于200Kpa。 Description: this profile in general construction engineering, sludge solidification thickness of 2 m, amount of curing agent added was 10%, the lower part of solidified soil geology to blow filled soil, curing work meet the design requirements for the retainer layer, namely a mix of 10% 7 days of solidified soil unconfined compressive strength is greater than 0.6 Mpa, the foundation bearing capacity is larger than 200 kpa.

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