PREDICTION OF DEFORMATION OF PRESTRESSED COMPOSITE SOIL NAILING WALLS BASED ON VERHULST MODEL

Peng Shiming

doi:10.13204/j.gyjz200908017

Volume 39 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(8): 65-68

Peng Shiming. PREDICTION OF DEFORMATION OF PRESTRESSED COMPOSITE SOIL NAILING WALLS BASED ON VERHULST MODEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 65-68. doi: 10.13204/j.gyjz200908017

Citation:

Peng Shiming. PREDICTION OF DEFORMATION OF PRESTRESSED COMPOSITE SOIL NAILING WALLS BASED ON VERHULST MODEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 65-68. doi: 10.13204/j.gyjz200908017

Peng Shiming. PREDICTION OF DEFORMATION OF PRESTRESSED COMPOSITE SOIL NAILING WALLS BASED ON VERHULST MODEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 65-68. doi: 10.13204/j.gyjz200908017

Citation:

Peng Shiming. PREDICTION OF DEFORMATION OF PRESTRESSED COMPOSITE SOIL NAILING WALLS BASED ON VERHULST MODEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 65-68. doi: 10.13204/j.gyjz200908017

PDF( 0 KB)

PREDICTION OF DEFORMATION OF PRESTRESSED COMPOSITE SOIL NAILING WALLS BASED ON VERHULST MODEL

doi: 10.13204/j.gyjz200908017

Peng Shiming

1.
College of Civil Engineering,Hunan University of Technology,Zhuzhou 412008,China

Received Date: 2009-03-16
Publish Date: 2009-08-20

Abstract

Abstract

According to the characteristics of the prestressed composite soil nailing walls,a new type of prediction deformation model is constructedVerhulst model through analyzing the operation mechanism and influential factors during excavation and use of the walls,which is used to assess the deformation of prestressed composite soil nailing walls to provide effective evidence for the design.
- prestressed composite soil nailing walls,
- soil nailing,
- anchor,
- prediction model

FullText(HTML)

References(7)

References

[2] 曾宪明,黄久松,王作民.土钉支护设计与施工手册[M].北京:中国建筑工业出版社,2000;

罗国煜,王培清,陈华生.岩坡优势面分析理论与方法[M].北京:地质出版社,1992;

[3] Jarred D J,Haberfield C M.Tendon Grout Interface Performance inGrouted Anchors[M].Lodon:Thomas Telford,1997:75-92;

[4] 葛修润,刘建武.加锚节理面抗剪性能研究[J].岩土工程学报,1988,10(1):8-14;

[5] 罗战友,龚晓南,杨晓军.全过程沉降量的灰色Verhulst预测方法[J].水利学报,2003(3):29-36;

[6] 赵明华,刘建华,刘煜.滨海公路软土路基变形机理及沉降预测研究[J].公路交通科技,2006,19(23):32-36;

[7] 梅国雄,宰金珉,赵维炳.地基沉降-时间曲线型态的证明及应用[J].土木工程学报,2006,38(6):69-72.

Relative Articles

[1]	ZHOU Wansen, ZHONG Jufang, ZHANG Yanhong, HU Xiao. Research on Time-Frequency Parameter Prediction Models of Ground Motion[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 177-185. doi: 10.3724/j.gyjzG22110105
[2]	LI Junyu, FANG Zhi, TANG Shoufeng, LIAO Yuan, WANG Zhiwei. Experimental Research on Stress Relaxation Properties of CFRP Rods[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 13-21. doi: 10.3724/j.gyjzG24032004
[3]	ZHANG Tan, LIN Songtao, ZHENG Hong, CHEN Yanjiang. A Global Method for Stability Analysis of Anchored Slopes[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 157-161. doi: 10.13204/j.gyjzG22051111
[4]	WANG Hai-bo. A Prediction Model for Bond Strength Between Concrete and Steel Bars Based on Bayesian Neural Networks[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 87-93. doi: 10.13204/j.gyjzg22031516
[5]	DENG Yousheng, PENG Chengpu, CHENG Zhihe, YANG Ruijuan, FU Yunbo, LI Lingtao. STUDY ON BEARING CHARACTERISTICS OF BAMBOO-PILE SOIL-NAIL COMPOSITE SUPPORT SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 141-147,38. doi: 10.13204/j.gyjzG20100902
[6]	LAI Xiuying, CHEN Zhaoyu, ZHENG Juan. EXPERIMENTAL RESEARCH ON CREEP OF CONCRETE FILLED STEEL TUBES UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 139-146. doi: 10.13204/j.gyjz201904300010
[8]	Liu Weiping, Fu Mingfu. GRADIENT DEPENDENT NONLOCAL FRICTION MODEL AND ITS APPLICATION IN MECHANICAL ANALYSIS OF BOLT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 114-117.
[9]	Zhu Fengbin, Miao Linchang, Gu Huanda, Lin Shuixian. SENSITIVITY ANALYSIS OF DESIGN PARAMETERS OF COMPOSITE SOIL NAILED WALL WITH BORED PILES IN DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 77-83. doi: 10.13204/j.gyjz201311018
[10]	Wu Chaofan, Qiu Zhanlin, Yang Weimin, Li Tiejun. RESEARCH ON THE TENSILE FIELD-TESTING OF THE SOIL NAILING RETAINING WALL IN DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 112-116. doi: 10.13204/j.gyjz201206024
[11]	Xiong Xueyu, Huang Weiyi, Zhang Yadong, Wang Guomin. FIELD MEASUREMENT AND ANALYSIS OF PRESTRESSED CONCRETE FOR SHRINKAGE AND CREEP EFFECTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 65-68. doi: 10.13204/j.gyjz201204014
[12]	Wu Yongmei, Yu Xinjian, Tan Fusheng, Chen Guohui. APPLICATION OF COMBINED SUPPORTING TECHNOLOGY WITH SOIL NAILING WALL AT UPPER PART AND RETAINING PILES AT LOWER PART[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 101-104. doi: 10.13204/j.gyjz201009026
[13]	Yu Zongwei, Xu Kui, Li Zhen. VALIDATING ANALYSIS OF SEVERAL KINDS OF PREDICTION MODELS OF SINGLE-PILE ULTIMATE BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 64-67. doi: 10.13204/j.gyjz200708017
[14]	Yan Fuyou, Jia Xin, Yuan Yong. EXPERIMENTS ON THE BONDING BEHAVIOUR OF GFRP BOLTS WITH MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 59-60,97. doi: 10.13204/j.gyjz200412016