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Evaluation of the Collapsibility of Soils in the Semiarid Region of Pernambuco, Brazil 被引量:1
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作者 Silvio Romero de Melo Ferreira Stela Fucale 《Journal of Civil Engineering and Architecture》 2014年第10期1285-1292,共8页
Some unsaturated soils may undergo volumetric changes when submitted to an increase in its water content or are inundated under applied loads. This behavior is related to the volumetric instability when the water cont... Some unsaturated soils may undergo volumetric changes when submitted to an increase in its water content or are inundated under applied loads. This behavior is related to the volumetric instability when the water content is changed. Natural collapsible soils in Brazil are generally found in alluvial, colluvial and residual soils. There are known occurrences of natural collapsible soils in many states of Brasil. In the last two decades, many public projects have been developed in areas where the occurrence of collapsible soils has been associated to geotechnical problems. The present paper devoted to study the collapsible soils in the state of Pernambuco which has been associated with large engineering projects such as housing and irrigation canals. The geotechnical investigation program included test with a field apparatus, called Expanso-colapsometer, which allows the measurement of the field settlements of a small 0.10 m of diameter plate inserted at any depth inside an auger boring hole. Reconnaissance borings with SPT (standard penetration test), investigation pits with undisturbed block sampling and disturbed samples for laboratory tests were also made in order to assess the type and characteristics of the soil. Field tests used the Expanso-colapsometer to measure the settlement of the soil in selected depths under controlled flooding. Laboratory work included double and standard oedometer tests with a controlled rate of water inflow of 1.0 mL/s. It was found that the volume change of the soils when flooded depends on their natural stress state (vertical stress, suction head and structure of soil). 展开更多
关键词 Collapsible soils field tests laboratory tests.
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浅谈膨胀土路基的施工技术
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作者 石志远 杨根红 +1 位作者 范伟杰 靳红欣 《河南水利与南水北调》 2006年第1期39-39,共1页
1 前言膨胀土是指细粒土中粘粒成分主要由较强亲水矿物蒙脱石或伊利石组成,并具有吸水显著膨胀,失水收缩和往复湿胀干缩变形的塑性土。同时,膨胀土还具有多裂隙性,超固结性及易崩解、易风化、强度易衰减等特性。对公路工程不利的主要性... 1 前言膨胀土是指细粒土中粘粒成分主要由较强亲水矿物蒙脱石或伊利石组成,并具有吸水显著膨胀,失水收缩和往复湿胀干缩变形的塑性土。同时,膨胀土还具有多裂隙性,超固结性及易崩解、易风化、强度易衰减等特性。对公路工程不利的主要性质是膨胀性,而土中含水量变化是导致膨胀土体积变化的主要原因。在自然条件下,地表土层1.0~1.5m 范围内,膨胀土发生季节性变化,在地面以下】1.5m 属于水分稳定区域,土的含水量称为平衡含水量。路基施工土处于干燥状态压实。 展开更多
关键词 膨胀路基 最佳含水量 平衡含水量 蒙脱石 膨胀性 伊利石 路基施工 公路工程 季节性变化 土体积变化
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