|本期目录/Table of Contents|

[1]胡志平,温馨,张勋,等.湿陷性黄土地区海绵城市建设研究进展[J].地球科学与环境学报,2021,43(02):376-388.[doi:10.19814/j.jese.2020.12033]
 HU Zhi-ping,WEN Xin,ZHANG Xun,et al.Review on Sponge City Construction in Collapsible Loess Area[J].Journal of Earth Sciences and Environment,2021,43(02):376-388.[doi:10.19814/j.jese.2020.12033]
点击复制

湿陷性黄土地区海绵城市建设研究进展(PDF)
分享到:

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第43卷
期数:
2021年第02期
页码:
376-388
栏目:
工程地质
出版日期:
2021-03-15

文章信息/Info

Title:
Review on Sponge City Construction in Collapsible Loess Area
文章编号:
1672-6561(2021)02-0376-13
作者:
胡志平12温馨1张勋1王瑞1张亚国1穆桐1
(1. 长安大学 建筑工程学院,陕西 西安 710064; 2. 长安大学 地下结构与工程研究所,陕西 西安 710064)
Author(s):
HU Zhi-ping12 WEN Xin1 ZHANG Xun1 WANG Rui1 ZHANG Ya-guo1 MU Tong1
(1. School of Civil Engineering, Chang’an University, Xi’an 710064, Shaanxi, China; 2. Institute of Underground Structure and Engineering, Chang’an University, Xi’an 710064, Shaanxi, China)
关键词:
湿陷性黄土 城市洪涝 城镇化 海绵城市 雨水入渗 湿陷变形 风险防控 问题和挑战
Keywords:
collapsible loess urban flood urbanization sponge city water infiltration collapsible deformation risk control issue and challenge
分类号:
P642; TU475+.3
DOI:
10.19814/j.jese.2020.12033
文献标志码:
A
摘要:
海绵城市作为城市雨洪管理、人居环境改善的重要手段,在水资源、水环境及水灾害问题突出的湿陷性黄土地区开展具有现实意义。为保证湿陷性黄土地区海绵城市建设的有效性与安全性,通过梳理黄土水分入渗规律、湿陷机理及湿陷性黄土地区海绵城市建设的研究趋势和不足,总结了湿陷性黄土地区海绵城市安全有效推进所面临的问题主要有:海绵城市建设需求旺盛但科技支撑薄弱; 海绵设施“渗、滞、蓄”功能需求与黄土的水敏性和湿陷性矛盾突出; 海绵城市建设冒进式开发与总体供给不足,规划水平有待提高。为了克服上述问题,提高海绵城市开发质量,当前面对的挑战体现在:差异化地层条件、渗流边界和应用场景下湿陷性黄土场地海绵城市建设的成套技术研发; 湿陷性黄土场地海绵城市建设的适宜性评价体系和风险评估理论构建; 黄土地区海绵城市建设规划的方法优化。
Abstract:
It is of great significance to develop sponge city in collapsible loess area where disasters and unbalance of water are serious, and the construction of sponge city plays a positive role in the management of urban rain flood and the improvement of living environment. In order to ensure the effectiveness and safety of sponge city construction in collapsible loess area, by analyzing the water infiltration of collapsible loess and the construction of sponge city, the research progress of water infiltration law, collapsible deformation and construction of sponge city in loess area were summarized. The main problems of sponge city safety and effective promotion in collapsible loess area are as follows: The demand of sponge city construction is strong, but the support of science and technology is weak; the contradiction between the functional demand of sponge facilities “seepage, stagnation and storage” and the water sensitivity and collapsibility of loess is prominent; the development and supply of sponge city construction are insufficient, and the planning level needs to be improved. To overcome the above problems and improve the quality of sponge city, the current challenges are as follows: Different formation conditions, seepage boundary and application scene of sponge city construction should be studied in collapsible loess site; suitability evaluation system and risk assessment theory of sponge city in collapsible loess site should be developed; meanwhile, the planning method could be optimized.

参考文献/References:

[1] ASSADI-LANGROUDI A.A Conceptual Model for Loess in England:Principles and Applications[J].Proceedings of the Geologists’ Association,2019,130(2):115-125.
[2] WU L Z,ZHOU Y,SUN P,et al.Laboratory Characterization of Rainfall-induced Loess Slope Failure[J].Catena,2017,150:1-8.
[3] KOZUBAL J,STESHENKO D.The Complex Compaction Method of an Unstable Loess Substrate[J].Arabian Journal of Geosciences,2015,8(8):6189-6198.
[4] LEHMKUHL F,ZENS J,KRAU L,et al.Loess-pa-leosol Sequences at the Northern European Loess Belt in Germany:Distribution,Geomorphology and Stratigraphy[J].Quaternary Science Reviews,2016,153:11-30.
[5] MUNOZ-CASTELBLANCO J A,PEREIRA J M,DELAGE P,et al.The Water Retention Properties of a Natural Unsaturated Loess from Northern France[J].Géotechnique,2012,62(2):95-106.
[6] YATES K,FENTON C H,BELL D H.A Review of the Geotechnical Characteristics of Loess and Loess-derived Soils from Canterbury,South Island,New Zealand[J].Engineering Geology,2018,236:11-21.
[7] CHEN G,MENG X M,QIAO L,et al.Response of a Loess Landslide to Rainfall:Observations from a Field Artificial Rainfall Experiment in Bailong River Basin,China[J].Landslides,2017,15:895-911.
[8] LI P,VANAPALLI S,LI T L.Review of Collapse Triggering Mechanism of Collapsible Soils due to Wetting[J].Journal of Rock Mechanics and Geotechnical Engineering,2016,8(2):256-274.
[9] QIU J L,LU Y Q,LAI J X,et al.Experimental Study on the Effect of Water Gushing on Loess Metro Tunnel[J].Environmental Earth Sciences,2020,79(11):1-19.
[10] SHRODER J F,SCHETTLER M J,WEIHS B J.Loess Failure in Northeast Afghanistan[J].Physics and Chemistry of the Earth,Parts A/B/C,2011,36(16):1287-1293.
[11] WANG J J,LIANG Y,ZHANG H P,et al.A Loess Landslide Induced by Excavation and Rainfall[J].Landslides,2014,11(1):141-152.
[12] 住房和城乡建设部.海绵城市建设技术指南——低影响开发雨水系统构建(试行)[M].北京:中国建筑工业出版社,2014.
Ministry of Housing and Urban-rural Development.Technical Guide for Sponge City Construction—Construction of Low Impact Development Rainwater System(Trial)[M].Beijing:China Architecture and Building Press,2014.
[13] 王军平.对深厚湿陷性黄土地基处理的探讨[J].西北水电,2004(2):41-43.
WANG Jun-ping.Discussion on Treatment of Thick Damp-risk Loess Foundation[J].Northwest Hydropower,2004(2):41-43.
[14] 黄雪峰,张广平,姚志华,等.大厚度自重湿陷性黄土湿陷变形特性水分入渗规律及地基处理方法研究[J].岩土力学,2011,32(增2):100-108.
HUANG Xue-feng,ZHANG Guang-ping,YAO Zhi-hua,et al.Research on Deformation,Permeability Re-gularity and Foundation Treatment Method of Dead-weight Collapse Loess with Heavy Section[J].Rock and Soil Mechanics,2011,32(S2):100-108.
[15] 武小鹏,王兰民,房建宏,等.原状黄土地基渗水特性及其与自重湿陷的关系研究[J].岩土工程学报,2018,40(6):1002-1010.
WU Xiao-peng,WANG Lan-min,FANG Jian-hong,et al.Seepage Characteristics and Their Relationship with Self-weight Collapse of Intact Loess Ground[J].Chinese Journal of Geotechnical Engineering,2018,40(6):1002-1010.
[16] TU X B,KWONG A K L,DAI F C,et al.Field Monitoring of Rainfall Infiltration in a Loess Slope and Analysis of Failure Mechanism of Rainfall-induced Landslides[J].Engineering Geology,2009,105(1/2):134-150.
[17] 张茂省,李同录.黄土滑坡诱发因素及其形成机理研究[J].工程地质学报,2011,19(4):530-540.
ZHANG Mao-sheng,LI Tong-lu.Triggering Factors and Forming Mechanism of Loess Landslides[J].Journal of Engineering Geology,2011,19(4):530-540.
[18] 刘海松,倪万魁,杨泓全,等.黄土路基降雨入渗现场试验[J].地球科学与环境学报,2008,30(1):60-63.
LIU Hai-song,NI Wan-kui,YANG Hong-quan,et al.Site Test on Infiltration of Loess Subgrade Under Rainfall Circumstance[J].Journal of Earth Sciences and Environment,2008,30(1):60-63.
[19] LI P,LI T L,VANAPALLI S K.Influence of Environmental Factors on the Wetting Front Depth:A Case Study in the Loess Plateau[J].Engineering Geo-logy,2016,214:1-10.
[20] HAERI S M,ZAMANI A,GARAKANI A A.Collapse Potential and Permeability of Undisturbed and Remolded Loessial Soil Samples[M]∥MANCUSO C,JOMMI C,D’ONZA F.Unsaturated Soils:Research and Applications.Berlin:Springer,2012:301-308.
[21] WANG T H,SU L J.Experimental Study on Moisture Migration in Unsaturated Loess Under Effect of Temperature[J].Journal of Cold Regions Engineering,2010,24(3):77-86.
[22] HOU X K,LI T L,VANAPALLI S K,et al.Water Percolation in a Thick Unsaturated Loess Layer Considering the Ground-atmosphere Interaction[J].Hydrological Processes,2019,33(5):794-802.
[23] LI P,XIE W L,PAK R Y S,et al.Microstructural Evolution of Loess Soils from the Loess Plateau of China[J].Catena,2019,173:276-288.
[24] LI X A,LI L C.Quantification of the Pore Structures of Malan Loess and the Effects on Loess Permeability and Environmental Significance,Shaanxi Province,China:An Experimental Study[J].Environmental Earth Sciences,2017,76(15):523.
[25] KALE R V,SAHOO B.Green-Ampt Infiltration Mo-dels for Varied Field Conditions:A Revisit[J].Water Resources Management,2011,25(14):3505-3536.
[26] MEIN R G,LARSON C L.Modeling Infiltration During a Steady Rain[J].Water Resources Research,1973,9(2):384-394.
[27] CHU S T.Infiltration During an Unsteady Rain[J].Water Resources Research,1978,14(3):461-466.
[28] 张 杰,韩同春,豆红强,等.探讨变雨强条件下的入渗过程及影响因素[J].岩土力学,2014,35(增1):451-456.
ZHANG Jie,HAN Tong-chun,DOU Hong-qiang,et al.Study of Infiltration Process and Its Influential Factors Under Variable Rainfall Intensity[J].Rock and Soil Mechanics,2014,35(S1):451-456.
[29] DENG P,ZHU J T.Analysis of Effective Green-Ampt Hydraulic Parameters for Vertically Layered Soils[J].Journal of Hydrology,2016,538:705-712.
[30] 王文焰,汪志荣,王全九,等.黄土中Green-Ampt入渗模型的改进与验证[J].水利学报,2003(5):30-34.
WANG Wen-yan,WANG Zhi-rong,WANG Quan-jiu,et al.Improvement and Evaluation of the Green-Ampt Model in Loess Soil[J].Shuili Xuebao,2003(5):30-34.
[31] 温 馨,胡志平,张 勋,等.基于Green-Ampt模型的饱和-非饱和黄土入渗改进模型及其参数研究[J].岩土力学,2020,41(6):1991-2000.
WEN Xin,HU Zhi-ping,ZHANG Xun,et al.Modified Infiltration Model for Saturated-unsaturated Loess Based on Green-Ampt Model and Its Parametric Study[J].Rock and Soil Mechanics,2020,41(6):1991-2000.
[32] RICHARDS L A.Capillary Condition of Liquids Though Porous Mediums[J].Physic,1931,1:318-333.
[33] NEUMAN S P.Calibration of Distributed Parameter Groundwater Flow Models Viewed as a Multiple-objective Decision Process Under Uncertainty[J].Water Resources Research,1973,9(4):1006-1021.
[34] VAN GENUCHTEN M T.A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils[J].Soil Science Society of America Journal,1980,44:892-898.
[35] FREDLUND D G,RAHARDJO H.Soil Mechanics for Unsaturated Soils[M].Hoboken:Wiley,1993.
[36] 张振华,谢恒星,刘继龙,等.基于图形特征的Green-Ampt入渗模型关键参数Sf和Ks的简化求解[J].土壤学报,2006,43(2):203-208.
ZHANG Zhen-hua,XIE Heng-xing,LIU Ji-long,et al.A Simplified Solution to Key Parameters Sf and Ks in Graphics-based Green-Ampt Infiltration Model[J].Acta Pedologica Sinica,2006,43(2):203-208.
[37] 李 萍,李同录,王 红,等.非饱和黄土土-水特征曲线与渗透系数Childs & Collis-Geroge模型预测[J].岩土力学,2013,34(增2):184-189.
LI Ping,LI Tong-lu,WANG Hong,et al.Soil-water Characteristic Curve and Permeability Perdiction on Childs & Collis-Geroge Model of Unsaturated Loess[J].Rock and Soil Mechanics,2013,34(S2):184-189.
[38] AN P,ZHANG A J,XING Y C,et al.Experimental Study on Settling Characteristics of Thick Self-weight Collapsible Loess in Xinjiang Ili Region in China Using Field Immersion Test[J].Soils and Foundations,2018,58(6):1476-1491.
[39] 邵生俊,李 骏,李国良,等.大厚度自重湿陷黄土湿陷变形评价方法的研究[J].岩土工程学报,2015,37(6):965-978.
SHAO Sheng-jun,LI Jun,LI Guo-liang,et al.Evaluation Method for Self-weight Collapsible Deformation of Large Thickness Loess Foundation[J].Chinese Journal of Geotechnical Engineering,2015,37(6):965-978.
[40] 高国瑞.兰州黄土显微结构和湿陷机理的探讨[J].兰州大学学报(自然科学版),1979,15(2):123-134.
GAO Guo-rui.Study of the Microstructures and the Collapse Mechanism in Loess Soil from Lanzhou[J].Journal of Lanzhou University(Natural Sciences),1979,15(2):123-134.
[41] 李 萍,李同录.黄土物理性质与湿陷性的关系及其工程意义[J].工程地质学报,2007,15(4):506-512.
LI Ping,LI Tong-lu.Relation Between Loess Collap-sibility and Physical Properties and Its Engineering Significance[J].Journal of Engineering Geology,2007,15(4):506-512.
[42] 井彦林,仵彦卿,林杜军,等.黄土的湿陷性与击实试验指标关系研究[J].岩土力学,2011,32(2):393-397.
JING Yan-lin,WU Yan-qing,LIN Du-jun,et al.Study of Relationship Between Loess Collapsibility and Index of Compaction Test[J].Rock and Soil Mechanics,2011,32(2):393-397.
[43] 邵生俊,杨春鸣,马秀婷,等.黄土的独立物性指标及其与湿陷性参数的相关性分析[J].岩土力学,2013,34(增2):27-34.
SHAO Sheng-jun,YANG Chun-ming,MA Xiu-ting,et al.Correlation Analysis of Collapsible Parameters and Independent Physical Indices of Loess[J].Rock and Soil Mechanics,2013,34(S2):27-34.
[44] ZHANG C L,LI T L,LI P.Rainfall Infiltration in Chinese Loess by In-situ Observation[J].Journal of Hydrologic Engineering,2014,19(9):06014002.
[45] SHAO X X,ZHANG H Y,TAN Y.Collapse Behavi-or and Microstructural Alteration of Remolded Loess Under Graded Wetting Tests[J].Engineering Geology,2018,233:11-22.
[46] ZHANG X Z,LU Y D,LI X,et al.Microscopic Structure Changes of Malan Loess After Humidification in South Jingyang Plateau,China[J].Environmental Earth Sciences,2019,78(10):287.
[47] JING Y L,JIA Z L,ZHANG Z Q,et al.Study on the Method for Determination of the Maximum Depth of Loess Collapsible Under Overburden Pressure[J].Bulletin of Engineering Geology and the Environment,2020,79(3):1509-1521.
[48] XIE W L,LI P,VANAPALLI S K,et al.Prediction of the Wetting-induced Collapse Behaviour Using the Soil-water Characteristic Curve[J].Journal of Asian Earth Sciences,2018,151:259-268.
[49] 邵生俊,王丽琴,邵 帅,等.黄土的结构屈服及湿陷变形的分析[J].岩土工程学报,2017,39(8):1357-1365.
SHAO Sheng-jun,WANG Li-qin,SHAO Shuai,et al.Structural Yield and Collapse Deformation of Loess[J].Chinese Journal of Geotechnical Engineering,2017,39(8):1357-1365.
[50] HOU J M,HAN H,QI W C,et al.Experimental Investigation for Impacts of Rain Storms and Terrain Slopes on Low Impact Development Effect in an Idea-lized Urban Catchment[J].Journal of Hydrology,2019,579:124176.
[51] TANG S,LUO W,JIA Z H,et al.Evaluating Retention Capacity of Infiltration Rain Gardens and Their Potential Effect on Urban Stormwater Management in the Sub-humid Loess Region of China[J].Water Resources Management,2016,30(3):983-1000.
[52] 蒋春博,李家科,马 越,等.雨水花园对实际降雨径流的调控效果研究[J].水土保持学报,2018,32(4):122-127.
JIANG Chun-bo,LI Jia-ke,MA Yue,et al.Regulating Effect of Rain Garden on Actual Rainfall Runoff[J].Journal of Soil and Water Conservation,2018,32(4):122-127.
[53] 张彬鸿,邓朝显,马 越,等.雨水花园对屋面雨水的滞蓄与净化效果[J].中国给水排水,2019,35(21):132-138.
ZHANG Bin-hong,DENG Zhao-xian,MA Yue,et al.Retention and Purification Effect of Roof Rainwater by Garden[J].China Water and Wastewater,2019,35(21):132-138.
[54] 侯精明,李东来,王小军,等.建筑小区尺度下LID措施前期条件对径流调控效果影响模拟[J].水科学进展,2019,30(1):45-55.
HOU Jing-ming,LI Dong-lai,WANG Xiao-jun,et al.Effects of Initial Conditions of LID Measures on Runoff Control Atresidential Community Scale[J].Advances in Water Science,2019,30(1):45-55.
[55] 李 鹏,李家科,林培娟,等.生物滞留槽对城市路面径流水质处理效果的试验研究[J].水力发电学报,2016,35(8):72-79.
LI Peng,LI Jia-ke,LIN Pei-juan,et al.Experimental Study on Effects of Bioretention Tank Purifying Urban Road Runoff[J].Journal of Hydroelectric Engineering,2016,35(8):72-79.
[56] 王晨光,郝 珊,陆思旭,等.添加PAM对城市绿地换填介质性质的影响[J].水土保持学报,2020,34(3):356-361.
WANG Chen-guang,HAO Shan,LU Si-xu,et al.Effect of PAM Amendment on the Properties of Urban Green Space Replacement Media[J].Journal of Soil and Water Conservation,2020,34(3):356-361.
[57] 郝 珊,王晨光,张阿凤,等.不同物料配比对城市绿地土壤渗透性及污染物净化效果的影响[J].应用生态学报,2020,31(4):1349-1356.
HAO Shan,WANG Chen-guang,ZHANG A-feng,et al.Effects of Soil Permeability Improvement and Purification of Pollutants in Urban Green Space Under Different Matrix Composition Amendments[J].Chinese Journal of Applied Ecology,2020,31(4):1349-1356.
[58] 许浩浩,吕伟娅.植草沟在城市降雨径流控制中的应用研究[J].人民珠江,2019,40(8):97-100,107.
XU Hao-hao,LYU Wei-ya.Research on Application of Grassed Swales on Control of Urban Rainfall and Runoff[J].Pearl River,2019,40(8):97-100,107.
[59] 郭翀羽.植草沟与缓冲带径流控制效能研究[D].北京:北京建筑大学,2013.
GUO Chong-yu.Study on Runoff Control Effectiveness of Grass Swales and Buffer Strips[D].Beijing:Beijing University of Civil Engineering and Architecture,2013.
[60] CHEN L M,CHEN J W,CHEN T H,et al.Measurement of Permeability and Comparison of Pavements[J].Water,2019,11(3):444-465.
[61] YEKKALAR M,HASELBACH L,LANGFITT Q.Impacts of a Pervious Concrete Retention System on Neighboring Clay Soils[J].Journal of Cold Regions Engineering,2018,32(1):84-95.
[62] 司建辉,午泽伟,赵 侃,等.海绵城市预制装配式钢筋混凝土渗井结构有限元优化研究[J].武汉大学学报(工学版),2020,53(12):1071-1077.
SI Jian-hui,WU Ze-wei,ZHAO Kan,et al.Finite Element Optimization Study of Precast Reinforced Concrete Seepage Well Structure in Sponge City[J].Engineering Journal of Wuhan University,2020,53(12):1071-1077.
[63] 张 亮.西北地区海绵城市建设路径探索:以西咸新区为例[J].城市规划,2016,40(3):108-112.
ZHANG Liang.Path of Sponge City Construction in Northwestern China:An Empirical Study on Xixian New Area[J].City Planning Review,2016,40(3):108-112.
[64] 司 佳,孔 茜,郑 宁.泾河新城市政道路海绵城市建设方案研究[J].城市道桥与防洪,2018(8):195-197,214.
SI Jia,KONG Qian,ZHENG Ning.Study on Construction Scheme of Sponge City for Municipal Roads in Jinghe New Town[J].Urban Roads Bridges and Flood Control,2018(8):195-197,214.
[65] 马 越,姬国强,石战航,等.西咸新区沣西新城秦皇大道低影响开发雨水系统改造[J].给水排水,2017(3):59-67.
MA Yue,JI Guo-qiang,SHI Zhan-hang,et al.Reconstruction of Rainwater System for Low Impact Deve-lopment of Qinhuang Road in Fengxi New Town of Xixian New Area[J].Water and Wastewater Engineering,2017(3):59-67.
[66] 马 越,胡志平,姬国强,等.湿陷性黄土地区海绵城市建设雨水渗蓄风险防控若干问题探讨[J].给水排水,2020,46(9):70-77,92.
MA Yue,HU Zhi-ping,JI Guo-qiang,et al.Discussion on Risk Control of Stormwater Infiltration and Detention for Sponge City Construction in Collapsible Loess Area[J].Water and Wastewater Engineering,2020,46(9):70-77,92.
[67] D’ANIELLO A,CIMORELLI L,COZZOLINO L,et al.The Effect of Geological Heterogeneity and Groundwater Table Depth on the Hydraulic Perfor-mance of Stormwater Infiltration Facilities[J].Water Resources Management,2019,33(3):1147-1166.
[68] D’ANIELLO A,CIMORELLI L,COZZOLINO L.The Influence of Soil Stochastic Heterogeneity and Facility Dimensions on Stormwater Infiltration Facilities Performance[J].Water Resources Management,2019,33(7):2399-2415.
[69] 柴少波,王 川,胡志平,等.海绵城市雨水花园邻近建筑地基防渗措施研究[J].土工基础,2018,32(6):582-586.
CHAI Shao-bo,WANG Chuan,HU Zhi-ping,et al.Seepage Preventions Measures of Buildings near Rain Garden and Other Urban Green Infrastructures[J].Soil Engineering and Foundation,2018,32(6):582-586.
[70] 梁行行,李小乐,张 勋,等.近市政道路生物滞留带雨水入渗优化分析[J].中国给水排水,2020,36(15):107-112.
LIANG Hang-hang,LI Xiao-le,ZHANG Xun,et al.Optimization Analysis of Rainwater Infiltration in Bioretention Zone near Municipal Roads[J].China Water and Wastewater,2020,36(15):107-112.
[71] 柴少波,胡志平,王 川,等.海绵城市雨水入渗对邻近建筑地基的影响[J].桂林理工大学学报,2019,39(3):635-642.
CHAI Shao-bo,HU Zhi-ping,WANG Chuan,et al.Influences of Rain Water Infiltration on Adjacent Building Base in Sponge Cities[J].Journal of Guilin University of Technology,2019,39(3):635-642.
[72] 王启耀,李小乐,张 勋,等.近市政道路生物滞留带渗漏位置危险性分析[J].科学技术与工程,2019,19(27):321-326.
WANG Qi-yao,LI Xiao-le,ZHANG Xun,et al.Risk Analysis of Leakage Location of Bioretention Zone in Municipal Roads[J].Science Technology and Engineering,2019,19(27):321-326.
[73] 邓朝显,温 馨,胡志平,等.陕西省西咸新区黄土场地海绵设施渗漏对建筑物的影响[J].地球科学与环境学报,2020,42(4):560-568.
DENG Zhao-xian,WEN Xin,HU Zhi-ping,et al.Impact of Leakage of Sponge Facilities on Building at Loess Site in Xixian New Area of Shaanxi Province,China[J].Journal of Earth Sciences and Environment,2020,42(4):560-568.
[74] 王子健.垂直土壤夹砂层侧向防渗效果的试验与模拟研究[D].西安:西安建筑科技大学,2020.
WANG Zi-jian.Experimental and Simulation Study on Lateral Anti-seepage Effect of Vertical Soil Sand Layer in Sunken Lawn[D].Xi’an:Xi’an University of Architecture and Technology,2020.
[75] 袁志明,卢金锁.雨水花园侧向防渗措施效果的试验与模拟研究[J].中国给水排水,2018,34(13):130-134.
YUAN Zhi-ming,LU Jin-suo.Experiment and Simulation on Anti-seepage Effect of Lateral Impervious Protective Measures in Rain Garden[J].China Water and Wastewater,2018,34(13):130-134.
[76] 韩松磊.湿陷性黄土地区海绵城市规划及建设探索:以西安为例[J].给水排水,2019,55(1):35-41.
HAN Song-lei.Planning and Construction of Sponge City in Collapsible Loess Area:A Case Study of Xi’an City[J].Water and Wastewater Engineering,2019,55(1):35-41.
[77] 韩 煦,赵亚乾.海绵城市建设中“海绵体”的开发[J].地球科学与环境学报,2016,38(5):708-714.
HAN Xu,ZHAO Ya-qian.“Sponge” Development in Sponge City Construction[J].Journal of Earth Sciences and Environment,2016,38(5):708-714.
[78] 仇保兴.海绵城市(LID)的内涵、途径与展望[J].给水排水,2015,51(3):1-7.
QIU Bao-xing.Connotation,Approach and Prospect of Sponge City(LID)[J].Water and Wastewater Engineering,2015,51(3):1-7.
[79] 吴丹洁,詹圣泽,李友华,等.中国特色海绵城市的新兴趋势与实践研究[J].中国软科学,2016(1):79-97.
WU Dan-jie,ZHAN Sheng-ze,LI You-hua,et al.New Trends and Practical Research on the Sponge Cities with Chinese Characteristics[J].China Soft Science,2016(1):79-97.
[80] 俞孔坚,李迪华,袁 弘,等.“海绵城市”理论与实践[J].城市规划,2015,39(6):26-36.
YU Kong-jian,LI Di-hua,YUAN Hong,et al.“Sponge City”:Theory and Practice[J].City Planning Review,2015,39(6):26-36.
[81] 车生泉,谢长坤,陈 丹,等.海绵城市理论与技术发展沿革及构建途径[J].中国园林,2015(6):11-15.
CHE Sheng-quan,XIE Chang-kun,CHEN Dan,et al.Development and Constructive Approaches for Theories and Technologies of Sponge City System[J].Chinese Landscape Architecture,2015(6):11-15.
[82] 董淑秋,韩志刚.基于“生态海绵城市”构建的雨水利用规划研究[J].城市发展研究,2011,18(12):37-41.
DONG Shu-qiu,HAN Zhi-gang.Study on Planning an “Eco-sponge City” for Rainwater Utilization[J].Urban Development Studies,2011,18(12):37-41.
[83] 仝 贺,王建龙,车 伍,等.基于海绵城市理念的城市规划方法探讨[J].南方建筑,2015(4):108-114.
TONG He,WANG Jian-long,CHE Wu,et al.The Methodological Discussion on Urban Planning on the Concept of Sponge City[J].South Architecture,2015(4):108-114.
[84] 张书函.基于城市雨洪资源综合利用的“海绵城市”建设[J].建设科技,2015(1):26-28.
ZHANG Shu-han.Construction of “Sponge City” Based on the Comprehensive Utilization of Urban Stormwater Resources[J].Construction Science and Technology,2015(1):26-28.
[85] 崔广柏,张其成,湛忠宇,等.海绵城市建设研究进展与若干问题探讨[J].水资源保护,2016,32(2):1-4.
CUI Guang-bo,ZHANG Qi-cheng,ZHAN Zhong-yu,et al.Research Progress and Discussion of Sponge City Construction[J].Water Resources Protection,2016,32(2):1-4.
[86] 张 伟,车 伍.海绵城市建设内涵与多视角解析[J].水资源保护,2016,32(6):19-26.
ZHANG Wei,CHE Wu.Connotation and Multi-angle Analysis of Sponge City Construction[J].Water Resources Protection,2016,32(6):19-26.
[87] 俞孔坚.海绵城市:理念与方法[J].建设科技,2019(3):10-11.
YU Kong-jian.Sponge City:Concepts and Methods[J].Construction Science and Technology,2019(3):10-11.
[88] 俞孔坚.海绵城市的三大关键策略:消纳、减速与适应[J].南方建筑,2015(3):4-7.
YU Kong-jian.Three Key Strategies to Achieve a Sp-onge City:Retention,Slow Down and Adaptation[J].South Architecture,2015(3):4-7.
[89] 章林伟.中国海绵城市建设与实践[J].给水排水,2018,44(11):1-5.
ZHANG Lin-wei.Construction and Practice of Sp-onge City in China[J].Water and Wastewater Engineering,2018,44(11):1-5.
[90] 杨 阳,林广思.海绵城市概念与思想[J].南方建筑,2015(3):59-64.
YANG Yang,LIN Guang-si.A Review on Sponge City[J].South Architecture,2015(3):59-64.
[91] 胡 楠,李 雄,戈晓宇.因水而变:从城市绿地系统视角谈对海绵城市体系的理性认知[J].中国园林,2015,31(6):21-25.
HU Nan,LI Xiong,GE Xiao-yu.Change with Water:The Rational Cognition of Sponge City System from the Perspective of Urban Green Space System[J].Chinese Landscape Architecture,2015,31(6):21-25.
[92] GB 50025—2018,湿陷性黄土地区建筑标准[S].
GB 50025—2018,Standard for Building Construction in Collapsible Loess Regions[S].

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2020-12-18; 修回日期:2021-02-07投稿网址:http:∥jese.chd.edu.cn/
基金项目:国家自然科学基金项目(41877285,42077248)
作者简介:胡志平(1973-),男,湖南益阳人,教授,博士研究生导师,工学博士,E-mail:huzhping@chd.edu.cn。
更新日期/Last Update: 2021-04-15