1 |
MUNTERS C G, TANDBERG J G. Heat Insulation:US, 2,023,204[P].1935⁃12⁃03.
|
2 |
STASTNY F, BUCHHOLZ K. Production of Porous Shaped Articles from Thermoplastic Materials:US, 2744291 A[P].1965⁃05⁃08.
|
3 |
全国绝热材料标准化技术委员会.绝热材料稳态热阻及有关特性的测定防护热板: [S].北京:中国标准出版社,2009: 1.
|
4 |
杜 骋,杨 军. 聚苯乙烯泡沫(EPS)的特性及应用分析[J]. 东南大学学报(自然科学扳),2001,31(5):138⁃142.
|
|
DU C, YANG J. Expanded Polystyrene(EPS) Geofoam: An Analysisto Characteristics and Application[J]. Journal of Southeast University (Natural Science Edition), 2001,31(5):138⁃142.
|
5 |
HAN X, SHEN J, HUANG H, et al. CO2 Foaming Based on Polystyrene/Poly (methyl methacrylate) Blend and Nanoclay[J]. Polymer Engineering & Science, 2007, 47(2): 103⁃111.
|
6 |
LIM L T, AURAS R, RUBINO M. Processing Techno⁃logies for Poly (lactic acid)[J]. Progress in Polymer Scien⁃ce, 2008, 33(8): 820⁃852.
|
7 |
金联创.2018年国内EPS市场运行情况分析(二)[EB/OL].[2020⁃09⁃26]. .
|
8 |
孙斌祥,徐学祖,赖远明,等.多年冻土区公路路堤碎石层厚度的计算[J].岩土工程学报, 2006,28(4):451⁃459.
|
|
SUN B X,XU X Z,LAI Y M, et al. Fractured-Rock Layer Thickness of Highway Embankment in Permafrost Regions[J].Chinese Journal of Geotechnical Engineering, 2006,28(4):451⁃459.
|
9 |
张发如,谢晓军. 轻质填料在桥头高路堤中的应用[J].湖南交通科技,2017,43(3):84⁃87.
|
|
ZHANG F R, XIE X J. Application of Lightweight Filler in High Embankment at Bridge Head[J]. Hunan Communication Science and Technology, 2017,43(3):84⁃87.
|
10 |
李艳洁, 徐 泳. 土壤试样单轴压缩试验与离散元法模拟对比研究[J].中国农业大学学报,2009 , 14(4):103⁃108.
|
|
LI Y J, XU Y. Comparison Study Between the Soil Uniaxial Compression Testand the Discrete Element Simulation[J]. Journal of China Agricultural University, 2009, 14(4):103⁃108.
|
11 |
中华人民共和国交通运输部.公路路基设计规范: [S]. 北京:人民交通出版社股份有限公司,2015:22⁃23.
|
12 |
侯彦明,姜波. 道路拓宽工程中EPS 路基设计方法研究[C]//中国科学技术协会学会学术部. 2008年(第十届)中国科协年会论文集, 2008:257⁃263.
|
13 |
李春华. 聚苯乙烯降解过程研究[D]. 天津: 天津大学, 2006.
|
14 |
HORVATH J S. Expanded Polystyrene Geofoam:An Introduction to Material Behavior[J].Geotextiles and Geomembranes, 1994,13(4):263⁃280.
|
15 |
蔡可键,郑慧振,应柏平,等. EPS泡沫塑料在软土地基桥头跳车防治中的应用[J].施工技术,2008,37(6):83⁃85.
|
|
CAI K J , ZHENG H Z , YING B P, et al. Application of EPS in Vehicle Bumping at Bridge⁃Head Treatment of Soft Soil Foundation in Expressway[J]. Construction Technology,2008,37(6):83⁃85.
|
16 |
刘宇翼,从卫民,苏运河,等. EPS 材料减荷效应及工程应用评述[J]. 中国材料进展 ,2017,36(9):681⁃687.
|
|
LIU Y Y,CONG W M,SU Y H, et al. Reviews of Load⁃Reduction Mechanism and Engineering Application of EPS Materials[J]. Materials China ,2017,36(9):681⁃687.
|
17 |
NOR H R S, SITI A S M, MUHAMMAD K A R. App⁃lication of Expanded Polystyrene (EPS) in Buildings and Constructions: A Review[J]. Journal of Applied Polymer Science,2019,136(20):47529.
|
18 |
樊 凯,章金钊,陈建兵.保温材料在青藏公路路基工程中的应用[J]. 公路,2004,(8):163⁃166.
|
|
FAN K, ZHANG J Z, CHEN J B. Application of Thermal Insulation Materials in Subgrade Engineering of Qinghai⁃Tibet Highway[J]. Highway, 2004,(8):163⁃166.
|
19 |
刘文白, 周 健, 郝万喜,等. EPS板在多年冻土地区道路工程中的应用试验[J]. 保温材料与建筑节能, 2003(1):30⁃32.
|
|
LIU W B, ZHOU J, HAO W X, et al. Application Test of EPS Plate in Road Engineering in Permafrost Area[J]. Insulation Materials and Building Energy Saving, 2003(1):30⁃32.
|
20 |
孙立民.保温材料在青藏铁路路基工程中的应用[J].冰川冻土,2003(S1):54⁃58.
|
|
SUN L M. The Application of Heat⁃Preservation Materials to the Roadbed Engineering of the Qinghai⁃Tibet Railway[J]. Journal of Glaciology and Geocryology,2003(S1):54⁃58.
|
21 |
胡 宇. EPS保温板在青藏高原多年冻土路基工程中的应用研究[D].重庆:西南交通大学, 2003.
|
22 |
胡宇,邓荣贵,张平.EPS保温板抗路基冻害特征分析[J].路基工程,2003.6:(3):32⁃36.
|
|
HU Y, DENG R G, ZHANG P. Analysis of Characteristics of EPS Insulation Board against Roadbed Freezing Damage[J]. Subgrade Engineering, 2003.6:(3):32⁃36.
|
23 |
董宇,何良德,王斌,等. 聚苯乙烯泡沫(EPS)在道路工程中的应用[J]. 河北交通科技, 2005,3(2):1⁃5.
|
|
DONG Y, HE L D, WANG B, et al. The Applications of Expanded Polystyrene (EPS) Foam in Road Engineering[J]. Communications Standardization Issue, 2005,3(2):1⁃5.
|
24 |
胡海英,张玉成,乔有梁.EPS材料的特性及其在路桥工程中的应用[J].广东水利水电,2009(7):23⁃27.
|
|
HU H Y, ZHANG Y C, QIAO Y L. The Characteristics of EPS Material and Its Application in Road and Bridge Engineering[J]. Guangdong Water Resources and Hydropower, 2009(7):23⁃27.
|
25 |
李建春,刘相玉,郭耿新. EPS在桥头软基路堤上的应用[J]. 工程建设与设计,2003(8):65⁃67.
|
|
LI J C, LIU X Y, GUO G X. EPS Application on Bridge Head Soft Foundation Embankment[J]. Construction & Design for Engineering, 2003(8):65⁃67.
|
26 |
李海平.EPS轻质路堤在桥头跳车防治中的应用分析[J].安徽建筑,2010, 17(5):110⁃112.
|
|
LI H P. Analysis on the Application of EPS Lightweight Embankment in the Prevention and Treatment of Vehicle Jumping at Bridge Head[J]. Anhui Architecture, 2010, 17(5):110⁃112.
|
27 |
钱锡跃,张 毅. EPS轻质路堤在同三国道港新段高速公路中的应用[J]. 地下工程与隧道, 2003(3):14⁃16.
|
|
QIAN X Y, ZHANG Y. Application of EPS Light Embankment in GangXin Part of Tongsan National Highway[J]. Tunnel and Rail Transit, 2003(3):14⁃16.
|
28 |
杨少华,徐立新. EPS超轻质路堤研究及其工程应用[J].公路,2004(8):157⁃162.
|
|
YANG S H, XU L X. Research on EPS Super⁃Light Embankment and its Engineering Application[J]. High Way, 2004(8):157⁃162.
|
29 |
王 斌,陈嘉福,许永明,等. 高速公路拼接段EPS轻质路堤现场试验研究[J].公路交通科技,2008,25(1):27⁃32.
|
|
WANG B, CHEN J F, XU Y M, et al. Field Experiment Research on EPS Lightweight Embankment of Expressway Widening Sections[J]. Journal of Highway and Transportation Research and Development,2008,25(1):27⁃32.
|
30 |
刘必荣. 聚苯乙烯泡沫在软土地区高路堤填筑中的应用[J].城布道桥与防洪,2004, (5):39⁃42.
|
|
LIU B R. Application of Polystyrene Foam in High Embankment in Soft Soil Area[J]. Urban Roads Bridges & Flood Control,2004,(5):39⁃42.
|
31 |
INGLIS D,MACLEOD G,NAESGAARD E,et al. Basement Wall with Seismic Earth Pressures and Novel Expanded Polystyrene Foambuffer Layer[C].Tenth Annual Symposium of the Vancouver Geotechnical Society, Vancouver, BC, Canada, 1996:22⁃25.
|
32 |
刘经法.EPS土工泡沫对挡土墙振动缓冲作用数值模拟[J].山西建筑,2010,36(13):77⁃79.
|
|
LIU J F. The Numerical Modeling of EPS Soilfoam Bu⁃ffer Effect to Earth⁃retaining Wall Vibration[J]. Shanxi Architecture, 2010,36(13):77⁃79.
|
33 |
黄清猷.填埋式地下圆形结构物周边土压力分布的有限元解[J].土木工程学报,1982,15(3):52⁃63.
|
|
HUANG Q Y. FEM Solution of Circumferential Distribution of Soil Pressure over Tube Structures[J]. China Civil Engineering Journal, 1982,15(3):52⁃63.
|
34 |
白 冰,陆士强.泡沫塑料用于减轻上埋式结构物土压的研究[J].土工基础,1992,6(1):6⁃13.
|
|
BAI B, LU S Q. Study on the Application of Foam Plastics in Reducing Soil Pressure of Buried Structures[J]. Soil Engineering and Foundation, 1992,6(1):6⁃13.
|