ZHANG Jun-ran, ZHAO Xin-xin, JIANG Tong. Water retention characteristics of silt improved
by three types of biopolymer[J]. 2022, 43(8): 2157-2164.
DOI:
ZHANG Jun-ran, ZHAO Xin-xin, JIANG Tong. Water retention characteristics of silt improved
by three types of biopolymer[J]. 2022, 43(8): 2157-2164.DOI: 10.16285/j.rsm.2022.0021.
Water retention characteristics of silt improved
by three types of biopolymer
grey materials such as cement were used to build and reinforce embankments in the Yellow River basin to prevent soil erosion
which caused serious damage to ecological environment. In response to the national strategy of ecological protection and high-quality development of the Yellow River basin
environment-friendly biopolymers were used to improve the typical silt in the Yellow River basin. In this paper
the water retention characteristics of biopolymer-improved silt are measured with WP4C instrument
and the mechanism of biopolymers to improve the water retention characteristics of silt is analyzed from a microscopic point of view. Compared with unimproved soil
the water content of biopolymer modified silt after saturation increases
the void ratio increases
and the water holding capacity is significantly improved. The water retention capacities of the silts modified by xanthan gum
gellan gum and guar gum increase with increasing the gum content
and the improved effect of gellan gum surpasses those of xanthan gum and guar gum. The improvement mechanism can be explained that the biomolymer particles form hydrogel through hydration
filling the pores between particles and increasing the adhesion between particles. In addition
pore space similar to honeycomb structure is formed in the improved silt by xanthan gum and gellan gum to provide water storage space
thus improving the water retention characteristics of the improved soil. The above research results can provide a scientific basis for the safe and scientific application of biopolymer in the prevention and control of soil erosion in the Yellow River basin.
Collapse characteristics and unified pore water pressure model of slightly- anisotropically consolidated dense silt under principal stress axis rotation
Experimental research on ground improvement of silt using impact roller compaction
Strength characteristics of isotropically consolidated silt under change of principal stress orientation and correlative evaluation method with collapse energy
Stability of high relative density silt under cyclic principal stress axis rotation
Liquefaction characteristics of silts with different strengths at Yellow River estuary
Related Author
SHEN Yang
ZHANG Peng-ju
YAN Jun
LIU Han-long
ZHANG Chi
XU Chao
CHEN Zhong-qing
YE Guan-bao
Related Institution
Geotechnical Research Institute, Hohai University
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University
Huai’an Airport Construction Headquarters, Huai’an
Shanghai CAAC New Era Airport Design & Research Institute Co., Ltd.
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University