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固化处理海相黏土强度特性研究

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设计一种新型滩涂海相黏土固化剂,并对固化海相黏土的强度特性进行研究.利用正交试验方法设计初始固化剂配比,并通过无侧限抗压强度试验和干湿循环试验,研究了固化龄期、干湿循环次数及固化剂配比对固化土强度的影响作用,分析得到固化剂最优配比及其固化效果.研究发现固化海相黏土早期强度可达到1 MPa以上,长期强度达到2.6 MPa左右,且具有较好的抵抗硫酸盐侵蚀的耐久性能.所研究的固化剂能够使海相黏土在较短的时间内减少含水率并完成初步硬化,同时具有足够的长期强度和抵抗硫酸盐侵蚀的性能以满足近海工程的需要.
Study on the strength characteristics of solidified marine clay
A new solidified agent for beach marine clay was designed,and the strength of so-lidified marine clay were studied.The initial proportion of curing agent was designed based on the principle of orthogonal test.Through unconfined compressive strength test and dry-wet cycle test,the effects of curing age,dry and wet cycle times and the proportion of curing agent on the strength of solidified marine clay were studied,and the optimal proportion of curing agent and its curing effect were obtained.It is found that the early strength of solidi-fied marine clay can reach more than 1 MPa,and the long-term strength can reach about 2.6 MPa,and it has good durability against sulfate attack.The curing agent designed in this study can reduce the moisture content and complete the initial hardening of marine clay in a short time.Meanwhile,it also has sufficient long-term strength and the durability to resist sulfate attack and thus can meet the needs of offshore engineering.

marine claychemical curingunconfined compressive strengthsulfate attackrange analysis

李华洋、刘俊伟、赵洪轩、尚文昌、贾云苹

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青岛理工大学土木工程学院,青岛 266525

海相黏土 化学固化 无侧限抗压强度 硫酸盐侵蚀 极差分析

2024

青岛理工大学学报
青岛理工大学

青岛理工大学学报

影响因子:0.514
ISSN:1673-4602
年,卷(期):2024.45(6)