Study on Strength Development Mechanism of Organic Soil in Dianchi Lake, China

Author:

Huang Siyang1ORCID,Cao Jing1ORCID,Kong Cheng2,Gao Yue3,Song Yunfei1,Liu Fangyi1ORCID,Sun Huafeng1ORCID,Lai Zhengcong1,Zhu Weiming1,Xu Hanhua4

Affiliation:

1. Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China

2. PowerChina Kunming Engineering Corporation Limited, Kunming 650000, China

3. Shenzhen Geotechnical Investigation & Surveying Institute (Group) Ltd., Shenzhen 518028, China

4. Kunming Prospecting Design Institute of China Nonferrous Metals Industry Co.,Ltd., Kunming 650093, China

Abstract

The organic soil is widely distributed around Dianchi Lake in Kunming, which is rich in the humic group (HG). In order to explore the effect of HG on the strength development of organic soil, this paper adopts the method of adding humic acid (HA) reagent into the undisturbed cohesive soil (blending method) and soaking it in fulvic acid (FA) solution (steeping method) to simulate the organic soil. Then, the effect of HG on soil is analyzed by the unconfined compressive strength (UCS) and the scanning electron microscope (SEM) tests. The UCS test shows that HA can significantly reduce the UCS of the samples, and it continues to decrease with the increase of the HA reagent content. FA can substantially enhance the UCS of the samples, which continues to increase with the concentration of FA solution (decreasing the pH value). Under each HG condition, the steeping of FA can significantly increase the UCS of the sample when the content of the HA reagent is less than 10%, and the growth rate of the UCS decreases when it is greater than 10%. With the increase of steeping age, the UCS of the 5% HA samples continued to increase and gradually became stable, and when the content of the HA reagent is more than 5%, the UCS curve first increases and then decreases. The SEM test shows that adding HA reagent can significantly increase the pore size, improve the connectivity between the pores, and weaken the connection of the soil structure. The steeping of FA can reduce the pore size, weaken the connectivity between the pores, and strengthen the connection of the sample structure.

Funder

Natural Science Foundation of Yunnan Province

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

Reference37 articles.

1. On the strength of cement soil affected and effected by the humic acid and its mechanism;J. Cao;Journal of Safety and Environment,2021

2. Study on the consolidation properties of peaty soil;R. Feng;Chinese Journal of Underground Space and Engineering,2019

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