EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS

ZHAO Xiaowan; XU Yidong; DAI Di; CAO Tianci; LI Yifan; PENG Jie

doi:10.13204/j.gyjzG20110202

Volume 51 Issue 11

Mar. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(11): 154-158

YU Feng, LI Xu, LI Dongang. A STRESS-STRAIN RELATION OF JOINTS CONNECTING CONCRETE-FILLED PVC TUBE COLUMNS WITH CORE STEEL TUBES WRAPPED WITH CFRP STRIPS AND REINFORCED CONNCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 178-185. doi: 10.13204/j.gyjzG21032205

Citation:

ZHAO Xiaowan, XU Yidong, DAI Di, CAO Tianci, LI Yifan, PENG Jie. EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 154-158. doi: 10.13204/j.gyjzG20110202

Citation:

PDF( 2896 KB)

EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS

doi: 10.13204/j.gyjzG20110202

ZHAO Xiaowan^1,4,
XU Yidong³,
DAI Di^1,2,
CAO Tianci^1,2,
LI Yifan^1,2,
PENG Jie^{1,2
,
,}

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
2. Jiangsu Research Center for Geotechnical Engineering Technology (Hohai University), Nanjing 210098, China;
3. Jiansu Branch, CCCC Second Highway Consultants Corportion Limited, Nanjing 210004, China; 4.Institute of Surveying and Mapping of Baogang Group, Baotou 014017, China

Received Date: 2020-11-02
Available Online: 2022-03-29

Abstract

Abstract

Cement-stabilized soil has the characteristics of poor durability generally. By a series of unconfined compression tests, compactness tests, dry wet cycle tests and CBR tests on cement-stabilized soil mixed with the super absorbent ploymers, the strength, compactness and durability of the cement-stabilized soil reinforced by SAP were analyzed and studied. The experimental results proved that: adding SAP could improve the unconfined compressive strength of cemented soil, up to 185% and improve the compaction characteristics of cement-stabilized soil, the optimal moisture content could be increased by 2%. With the increase of drying and wetting cycles, the mass loss of SAP-cement-stabilized soil could be reduced, while the unconfined compressive strength could be improved by 121%, which indicated that SAP could improve the durability of cement-stabilized soil; the CBR of specimens cemented with cement and SAP were slightly lower than that cemented with cement. Adding SAP could obviously improve many indexes of pavement performances for cement-stabilized soil and meet the requirements of subgrade fillings of high-grade highways.
- super absorbent polymer,
- cement-stabilized soil,
- strength,
- durability

FullText(HTML)

References(24)

References

[1]	龚晓南.地基处理技术及其发展[J].土木工程学报,1997(6):3-11.
[2]	汤怡新,刘汉龙,朱伟.水泥固化土工程特性试验研究[J].岩土工程学报,2000(5):549-554.
[3]	樊恒辉,高建恩,吴普特,等.水泥基土壤固化剂固化土的物理化学作用[J].岩土力学,2010,31(12):3741-3745.
[4]	李海龙,刘科,沈扬,等.水泥-生石灰固化吹填土路用特性试验研究[J].水利与建筑工程学报,2014,12(2):51-57.
[5]	MACKAY M,EMERY J.Stabilization and Solidification of Contaminated Soils and Sludges Using Cementitious Systems:Selected Case Histories[J].Transportation Research Record,1994(1458):67-72.
[6]	JAUBERTHIE R,RENDELL F,RANGEARD D,et al.Stabilization of Estuarine Silt with Lime and/or Cement[J].Applied Clay Science,2010,50(3):0-400.
[7]	高国瑞,李俊才.水泥加固(改良)软土地基的研究[J].工程地质学报,1996(1):45-52.
[8]	查甫生,刘晶晶,许龙,等.水泥固化重金属污染土干湿循环特性试验研究[J].岩土工程学报,2013,35(7):1246-1252.
[9]	NADLER A,PERFECT E,KAY B D.Effect of Polyacrylamide Application on the Stability of Dry and Wet Aggregates[J].Soil ence Society of America Journal,1996,60(2):555-561.
[10]	TADAYONFAR G,SHAHMIRI N,BAZOOBANDI M H.The Effect of Polyvinyl Acetate Polymer on Reducing Dust in Arid and Semiarid Areas[J].Open Journal of Ecology,2016,6(4):176-183.
[11]	李程.高分子材料固化黄土工程性能试验研究[D].太原:太原理工大学,2012.
[12]	KUKAL S S,KAUR M,BAWA S S,et al.Water-Drop Stability of PVA-Treated Natural Soil Aggregates from Different Land Uses[J].Catena,2007,70(3):475-479.
[13]	TUMSAVAS Z,TÜMSAVAS F.The Effect of Polyvinyl Alcohol (PVA) Application on Runoff,Soil Loss and Drainage Water Under Simulated Rainfall Conditions[J].Journal of Food Agriculture & Environment,2011,9(2):757-762.
[14]	WU C,LI X Y,ZHANG Y.Experimental Study of New Soil Stabilizers with Multi-Functions and Their Applications[C]//Water Resources and Environment:Proceedings of the 2015 International Conference on Water Resources and Environment.2015.
[15]	ATTOM M F,AL-SHARIF M M.Soil Stabilization with Burned Olive Waste[J].Applied Clay Science,1998,13(3):219-230.
[16]	王银梅,韩文峰,谌文武,等.新型高分子固化材料耐老化性能的试验研究[J].工程地质学报,2004(3):318-322.
[17]	邹斌,沈如,齐琳琳.改性脲醛树脂加固基床土质的研究[J].西南交通大学学报,2001,36(1):33-36.
[18]	MAMEDOV A I,SHAINBERG I,WAGNER L E,et al.Infiltration and Erosion in Soils Treated with Dry PAM,of Two Molecular Weights,and Phosphonyls[J].Australian Journal of Soil Research,2009,47(8):788.
[19]	GREEN V S,STOTT D E,GRAVEEL J G,et al.Stability Analysis of Soil Aggregates Treated with Anionic Polyacrylamides of Different Molecular Formulations[J].Soil Science,2004,169(8):573-581.
[20]	陈志昊,刘瑾,钱卫,等.高分子固化剂/纤维改良砂土的抗拉强度试验研究[J].工程地质学报,2019,27(2):350-359.
[21]	柴寿喜,王沛,韩文峰,等.高分子材料固化滨海盐渍土的强度与微结构研究[J].岩土力学,2007(6):1067-1072.
[22]	王银梅,杨重存,谌文武,等.新型高分子材料SH加固黄土强度及机理探讨[J].岩石力学与工程学报,2005(14):2554-2559.
[23]	ATE A.The Effect of Polymer-Cement Stabilization on the Unconfined Compressive Strength of Liquefiable Soils[J].International Journal of Polymer Science,2013.https://doi.org/10.1155/2013/356214.
[24]	BIAN X,CAO Y P,WANG Z F,et al.Effect of Super-Absorbent Polymer on the Undrained Shear Behavior of Cemented Dredged Clay with High Water Content[J].J.Mater.Civ.Eng.,2017,29(7),04017023.

Relative Articles

[1]	FANG Yuan, YU Feng, LI Zilong, TAN Siyong, YANG Zhixin. Quasi-Static Loading Tests and Numerical Simulations of Restoring Force Characteristics of T-Joints Between PCCC Columns and RC Ring Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 160-168. doi: 10.3724/j.gyjzG23011501
[2]	WANG Xin, HUANG Leiqun, QIN Weiheng, LIAO Haoyu, CHEN Zongping. Experimental Study on Mechanical Properties of Hybrid Fiber-Reinforced Manufactured Sand Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 199-208. doi: 10.13204/j.gyjzG22052305
[3]	ZHANG Shuhang, ZHAO Lingzhi, JIN Mingchang, LU Yan, GUO Haoyu. Research on Static and Seismic Performance of Joints Between Steel Beams and Prefabricated Reinforced Concrete Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 43-51. doi: 10.13204/j.gyjzG22042807
[4]	WU Junlin, YANG Hui, GUO Zhengxing. Numerical Analysis of Seismic Performance of Local Post-Tensioned Prestressed Assembled Concrete Frame Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 29-34,28. doi: 10.13204/j.gyjzG22081301
[5]	WU Chenglong, WANG Qihui, LI Shaohui, LIU Jiming. Experimental Research on Seismic Performance of Modular Prefabricated Steel- Reinforced Concrete Column to Steel Beam Composite Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 74-83. doi: 10.13204/j.gyjzG21010406
[6]	QIU Yu, ZOU Xiaozhou, LUO Yunhai, LI Lijuan, WU Nianduo, WANG Xiaoping, XIONG Zhe, XIE Longpan. Research on Seismic Performance of Prefabricated Concrete Beam-to-Column Joints with New Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 72-79,148. doi: 10.13204/j.gyjzG22081007
[7]	YANG Hong, LIU Qingpei, YANG Xiaoyi. Experimental Research on Anchorage Performance of Rebars Considering Mechanical Characteristics of RC Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 40-49,97. doi: 10.13204/j.gyjzG21060107
[8]	ZHAO Yang, ZHANG Yu, LIU Jin, MENG Tianyi, LI Baoping, CHEN Jingru, PING Gaoquan. NONLINEAR DEFORMATION OF INTACT LOESS AFTER BEING SUBJECTED TO FREEZE-THAW CYCLES IN THE PLANE STRAIN CONDITION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 157-162. doi: 10.13204/j.gyjzg20102803
[9]	ZHAO Wenzhan, GUO Jianyun. STUDY ON MECHANICAL PROPERTIES OF JOINTS CONNECTING H-SHAPED STEEL BEAM AND RECTANGULAR STEEL TUBE COLUMN WITH A NEW-TYPE DIAPHRAGM[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 87-92,172. doi: 10.13204/j.gyjzG20012901
[10]	HUANG, Junbo, NING, Baokuan. ANALYSIS OF FREEZE-THAW DETERIORATION AND DAMAGE CHARACTERISTICS OF EXISTING CRACKED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 142-147. doi: 10.13204/j.gyjz202001023
[11]	BAI Zhengxian, BAI Yaritu, LIU Xuechun. MECHANICAL PROPERTIES ANALYSIS OF Z-SHAPED SPLICING JOINT OF CONCRETE- FILLED L-SHAPED STEEL TUBULAR COLUMN AND H-SECTION BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 153-161,194. doi: 10.13204/j.gyjzG20020603
[12]	HUANG Sibai, LI Dongbin, LI Weilong. DIRECT SHEAR TEST OF BEAM-COLUMN JOINTS OF PRESTRESSED PREFABRICATED MONOLITHIC CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 18-23. doi: 10.13204/j.gyjz202005004
[13]	Luo Qinger, Wang Yun, Weng Yuhui, Cheng Wenrang. EXPERIMENTAL STUDY OF BEAM-COLUMN JOINT OF PRECAST MONOLITHIC R. C. FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 80-83. doi: 10.13204/j.gyjz200902012
[14]	Wang Bu, Liu Boquan, Wang Pu. EXPERIMENT ON SEISMIC BEHAVIOR OF CFRP - STRENGTHENED EXTERIOR RC FRAME JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 102-105,122. doi: 10.13204/j.gyjz200703025
[15]	Geng Ou, Yuan Guanglin. TURY ON THE STRESS-STRAIN RELATIONSHIP OF CARBONATION CONCRETE AND THE FLEXURAL PERFORMANCE OF THE CARBONIZED REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 44-46. doi: 10.13204/j.gyjz2006010114
[16]	Wang Bu, Wang Pu, Xia Chunhong. EXPERIMENTAL INVESTIGATION AND MECHANISM ANALYSIS OF RC BEAM-COLUMN JOINTS SHEAR PERFORMANCE STRENGTHENED AROUND CORE BY CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 29-33,38. doi: 10.13204/j.gyjz200507010
[17]	Chen Lihua, Li Aiqun, Zhao Ling. PRESENT SITUATION OF RESEARCH ON STEEL REINFORCED CONCRETE BEAM-COLUMN JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 56-58,36. doi: 10.13204/j.gyjz200501017
[18]	Wang Yihong, Tang Wenfeng. THE EXPERIMENTAL STUDY ON NEW TYPE JOINT OF CFST-CORE STEEL TUB E JOINT IN THE SIDE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 59-61. doi: 10.13204/j.gyjz200501018
[19]	Yang Weizhong, Wang Bo. A STOCHASTIC DAMAGE CONSTITUTIONAL MODEL AND ITS APPLICATION TO UNIAXIAL TENSILE BEHAVIOR OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 50-52,43. doi: 10.13204/j.gyjz200410015
[20]	Lai Wenhui, Pan Jinglong, Jin Xinan. COMPRESSIVE STRESS-STRAIN BEHAVIOR OF CONCRETE CONFINED BY FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 81-84. doi: 10.13204/j.gyjz200410024