首页|新型复合固化剂固化软土力学性能试验研究

新型复合固化剂固化软土力学性能试验研究

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沿海地区软土含量过多时,无法支撑地面建设,研究固化剂对软土力学性能的改善效果对其现场应用具有重要意义.采用水玻璃与氢氧化钠作为激发剂,矿渣和粉煤灰作为固化剂,研究不同材料掺量对广东沿海地区砂性软土抗压强度的影响.结果表明:当矿渣掺量超过 30%后,矿渣对固化效果的影响变大,固化土抗压强度大幅度升高;随着激发剂掺量、水玻璃模数、水胶比和软土含砂率的增加,固化土抗压强度均先升高后降低,存在最佳掺量;固化土抗压强度峰值所对应的各物料掺量:激发剂掺量为30%,水玻璃模数为1.0,水胶比为0.25,含砂率为20%.
Experimental Study on Mechanical Properties of Soft Soil Cured by a New Compound Curing Agent
Coastal areas are unable to support ground construction when there is too much soft soil content,and it is important to study the effect of curing agents on improving the mechanical properties of soft soil for its field application.Using water glass and sodium hydroxide as the exciter and slag and fly ash as the curing agent,the effects of different material admixtures on the compressive strength of sandy soft soils in coastal areas of Guangdong were investigated.The results showed that when the slag doping amount exceeded30%,the influence of slag on the curing effect became larger and the compressive strength of cured soil increased substantially.With the increase of exciter dosage,water-glass modulus,water-cement ratio and soft soil sand content,the compressive strength of the cured soil all increased firstly and then decreased,and the optimum dosage existed.The peak compressive strength of cured soil corresponds to the dosing of each material:30%of exciter,1.0 of water glass modulus,0.25 of water cement ratio and 20%of sand content.

curing agentcompound effectsoft soilmechanical property

曾晖、刘通飞、汤嘉艺、姜祥龙

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五邑大学 土木建筑学院,广东 江门 529020

庄严建设(广州)有限公司,广东 广州 511400

固化剂 复合作用 软土 力学性能

2024

粉煤灰综合利用
河北省墙体材料革新办公室 石家庄市粉煤灰综合利用和墙改办公室

粉煤灰综合利用

CSTPCD
影响因子:0.378
ISSN:1005-8249
年,卷(期):2024.38(6)