CHEN Yao;WANG Chongqing;JIANG Shixiong;LI Xi;ZHANG Zhihua;ZHANG Wenjie;WEN Suxian;CHEN Hong;

• 1:Electric Power Science Research Institute of State Grid Fujian Electric Power Co.
• 2: Ltd.
• 3:Yangtze River Science Institute of Yangtze River Water board
• 4:Engineering Technology Research Center for Mountain Flood Geological Disaster Prevention

Abstract：

With the continuous advancement of ecological civilization construction and green development in the new times, how to rationally and effectively apply a large amount of construction waste has been the key topic that scholars should pay more attention to. Recycled porous concrete prepared from recycled aggregate produced from abandoned buildings plays a great role in slope protection. A review of the research status and application of porous ecological concrete were analyzed, including the development of slope protection technology and recycled aggregate of porous ecological concrete, its mechanical characteristics under different influencing factors, and the long-term nature of ecological economy. Combined with the characteristics of engineering technology and the construction of ecological civilization, the development trend of porous ecological concrete used in slope protection is prospected. The research result can provide technical reference for the application of porous ecological concrete in slope ecological protection of power transmission station.

Key Words： porous ecological concrete;slope protection;recycled aggregates;mix proportion;mechanical strength

Abstract:

Keywords:

Foundation: 国网福建省电力有限公司科技项目“输变电工程边坡生态混凝土防护研究及应用”(521304220029)

Authors: CHEN Yao;WANG Chongqing;JIANG Shixiong;LI Xi;ZHANG Zhihua;ZHANG Wenjie;WEN Suxian;CHEN Hong;

DOI: 10.13928/j.cnki.wrahe.2025.S1.112

References：

• [1] 张莹.废旧建筑材料制备路用改性再生骨料的性能探究[J].中国公路，2022 (24):94-96.
• [2] 冯春花，黄益宏，崔卜文，等.建筑再生骨料强化方法研究进展[J].材料导报，2022,36(21):88-95.
• [3] 黄莹.再生粗骨料对混凝土结构耐久性影响机理研究[D].南宁：广西大学，2012.
• [4] 解培睿，吴绍奇，周玉国，等.再生骨料多元化强化对植生混凝土性能的影响研究[J].混凝土，2022 (9):174-178.
• [5] 刘君实，李秋义，张思雨，等.再生骨料多孔生态混凝土基本性能研究[J].建筑结构，2019,49(S1):682-687.
• [6] 管浩.边坡开挖支护技术措施及应用[J].河南水利与南水北调，2019,48(11):51-52.
• [7] 穆国锋.边坡明挖支护技术在某水电站施工中的应用[J].河南水利与南水北调，2021,50(5):46-47.
• [8] 刘强，李熙，江世雄，等.输变电工程边坡生态防护关键问题及发展趋势[J].人民长江，2022,53(S1):16-20.
• [9] 王超宇，陈丽红.掺秸秆灰、钢渣等再生骨料混凝土性能研究[J].建筑节能(中英文),2023,51(1):134-138.
• [10] 全洪珠，沈杨，周广兴，等.多孔生态混凝土性能试验研究[J].硅酸盐通报，2017,36(5):1750-1754.
• [11] 宋超，刘筱玲，苏炫溢，等.再生骨料多孔生态混凝土抗压强度试验研究[J].施工技术，2016,45(3):19-21.
• [12] WANG F,SUN C,DING X,et al.Experimental study on the vegetation growing recycled concrete and synergistic effect with plant roots[J].Materials,2019,12(11):1855.
• [13] LEE J H,PARK C G.Effect of blast furnace slag,hwang-toh and reinforcing fibers on the physical and mechanical properties of porous concrete using blast furnace slag coarse aggregate[J].Journal of the Korean Society of Agricultural Engineers,2010,52(5).
• [14] 刘黎明，宋岩松，钟斌，等.植被混凝土生态修复技术研究进展[J].环境工程技术学报，2022,12(3):916-927.
• [15] 汤巍，谢新生，刘健，等.多孔生态混凝土试验研究[J].人民黄河，2009,31(12):127-129.
• [16] LIU Q,SU L,XIAO H,et al.Preparation of shale ceramsite vegetative porous concrete and its performance as a planting medium[J].European Journal of Environmental Civil Engineering,2021,25(11):2111-2126.
• [17] 杨钊，王晓梅，周云艳.改性植被混凝土基材力学与植生试验研究[J].安全与环境工程，2022,29(1):225-233.
• [18] DEO O,NEITHALATH N.Compressive response of pervious concretes proportioned for desired porosities[J].Construction Building Materials,2011,25(11):4181-4189.
• [19] LIAN C,ZHUGE Y.Optimum mix design of enhanced permeable concrete-An experimental investigation[J].Construction Building Materials,2010,24(12):2664-2671.
• [20] SUMANASOORIYA M S,NEITHALATH N.Pore structure features of pervious concretes proportioned for desired porosities and their performance prediction[J].Cement Concrete Composites,2011,33(8):778-787.
• [21] 王军，王冬梅，王晓英，等.岩质边坡植被混凝土生态防护技术的应用[J].湖南农业科学，2011(15):143-145.
• [22] 李旭光，毛文碧，徐福有.日本的公路边坡绿化与防护：1994年赴日本考察报告[J].公路交通科技，1995 (2):59-64.
• [23] 张俊云，周德培，李绍才.高速公路岩石边坡绿化方法探讨[J].岩石力学与工程学报，2002 (9):1400-1403.
• [24] NORMANIZA O,AIMEE H,ISMAIL Y,et al.Promoter effect of microbes in slope eco-engineering:Effects on plant growth,soil quality and erosion rate at different vegetation densities[J].Applied Ecology Environmental Research,2018,16(3):2219-2232.
• [25] 兰虎林，尹金珠，彭国涛，等.岩质边坡植被恢复研究[J].四川大学学报(自然科学版),2011,48(3):713-719.
• [26] TANG W C,EHSAN M,WANG Z Y.Development of vegetation concrete technology for slope protection and greening[J].Construction Building Materials,2018,179:605-613.
• [27] 李少丽，王乾峰.高性能混凝土配合比设计及力学强度试验研究[J].混凝土，2020 (3):117-118.
• [28] 孟繁强.新旧砂浆粘结性能及水分传输规律试验研究[D].青岛：青岛理工大学，2021.
• [29] GóMEZ-SOBERóN J M V.Porosity of recycled concrete with substitution of recycled concrete aggregate:An experimental study[J].Cement and Concrete Research,2002,32(8):1301-1311.
• [30] KATZ A.Properties of concrete made with recycled aggregate from partially hydrated old concrete[J].Cement Concrete Research,2003,33(5):703-711.
• [31] LAM C S P.Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates[J].Construction Building Materials,2004,461-468.
• [32] BUTLER L,WEST J S,TIGHE S L.The effect of recycled concrete aggregate properties on the bond strength between RCA concrete and steel reinforcement[J].Cement Concrete Research,2011,41(10):1037-1049.
• [33] CASUCCIO M,TORRIJOS M C,GIACCIO G,et al.Failure mechanism of recycled aggregate concrete[J].Construction Building Materials,2008,22(7):1500-1506.
• [34] LIMBACHIYA M C,LEELAWAT T,DHIR R K.Use of recycled concrete aggregate in high-strength concrete[J].Materials and Structures,2000,33(9):574-580.
• [35] MCNEIL K,KANG H K.Recycled concrete aggregates:A review[J].International Journal of Concrete Structures Materials,2013,61-69.
• [36] 郭嘉，高嵩，班顺莉，等.再生混凝土单轴受压下多重界面过渡区的破坏机理研究[J].硅酸盐通报，2022,41(10):3445-3457.
• [37] OLORUNSOGO F T,PADAYACHEE N.Performance of recycled aggregate concrete monitored by durability indexes[J].Cement and Concrete Research,2002,32(2):179-185.
• [38] KOU S C,POON C S.Enhancing the durability properties of concrete prepared with coarse recycled aggregate[J].Construction Building Materials,2012,35(10):69-76.
• [39] LóPEZ-GAYARRE F,SERNA P,DOMINGO-CABO A,et al.Influence of recycled aggregate quality and proportioning criteria on recycled concrete properties[J].Waste Management,2009,29(12):3022-3028.
• [40] BEHERA M,BHATTACHARYYA S K,MINOCHA A K,et al.Recycled aggregate from C&D waste & its use in concrete-A breakthrough towards sustainability in construction sector:A review[J].Construction and Building Materials,2014,68:501-516.
• [41] 陈林，陈双庆.基于机器学习的橡胶改性再生骨料混凝土抗压强度预测研究[J].公路工程，2022,47(5):169-175.
• [42] SUN R,WANG D M,CAO H M,et al.Ecological pervious concrete in revetment and restoration of coastal Wetlands:A review[J].Construction and Building Materials,2021,303:124590.
• [43] SHEN W G,LIU Y,WU M M,et al.Ecological carbonated steel slag pervious concrete prepared as a key material of sponge city[J].Journal of Cleaner Production,2020,256:120244.
• [44] 冀晓珊，李秋义，刘娟.玉米芯骨料生态混凝土的制备及性能[J].农业工程学报，2021,37(6):289-294.
• [45] 冀晓珊，李秋义，刘娟，等.玉米芯-再生骨料复合生态混凝土收缩性能试验研究[J].低温建筑技术，2021,43(5):29-33.
• [46] LIU J,SHI B,JIANG H T,et al.Research on the stabilization treatment of clay slope topsoil by organic polymer soil stabilizer[J].Engineering Geology,2011,117(1):114-120.
• [47] KIM H,PARK C.Plant growth and water purification of porous vegetation concrete formed of blast furnace slag,natural jute fiber and styrene butadiene latex [J].Sustainability,2016,8(4):386-386.
• [48] BAO X H,LIAO W Y,DONG Z J,et al.Development of vegetation-pervious concrete in grid beam system for soil slope protection[J].Materials,2017,10(2):96.
• [49] XIAO H L,HUANG J,MA Q,et al.Experimental study on the soil mixture to promote vegetation for slope protection and landslide prevention[J].Landslides,2017,14(1):287-297.
• [50] 赵增丰，姚磊，肖建庄，等.再生骨料CO2碳化强化技术研究进展[J].硅酸盐学报，2022,50(8):2296-2304.
• [51] BHUTTA M,HASANAH N,FARHAYU N,et al.Properties of porous concrete from waste crushed concrete[J].Construction Building Materials,2013,47:1243-1248.
• [52] FAIZ H,NG S,RAHMAN M.A state-of-the-art review on the advancement of sustainable vegetation concrete in slope stability[J].Construction and Building Materials.2022,326:126502.
• [53] CHENG J,LUO X,SHEN Z,et al.Study on vegetation concrete technology for slope protection and greening engineering[J].Polish Journal of Environmental Studies,2020,29(6):4017-4028.
• [54] YANG K H,CHUNG H S,ASHOUR A.Influence of type and replacement level of recycled aggregates on concrete properties[J].ACI Materials Journal,2008,105:289-296.
• [55] DOMINGO-CABO A,LáZARO C,LóPEZ-GAYARRE F,et al.Creep and shrinkage of recycled aggregate concrete[J].Construction and Building Materials,2009,23(7):2545-2553.
• [56] LIMBACHIYA M,MEDDAH S,OUCHAGOUR Y.Performance of portland/silica fume cement concrete produced with recycled concrete aggregate[J].ACI Materials Journal,2012,109:91-100.
• [57] GAO D Y,ZHANG L J,ZHAO J,et al.Durability of steel fibre-reinforced recycled coarse aggregate concrete[J].Construction and Building Materials,2020,232:117119.
• [58] BUI N K,SATOMI T,TAKAHASHI H.Mechanical properties of concrete containing 100% treated coarse recycled concrete aggregate[J].Construction and Building Materials,2018,163:496-507.
• [59] SILVA R V,DEBRITO J,DHIR R K.Properties and composition of recycled aggregates from construction and demolition waste suitable for concrete production[J].Construction and Building Materials,2014,65:201-217.
• [60] CHAKRADHARA R M,BHATTACHARYYA S K,BARAI S V.Influence of field recycled coarse aggregate on properties of concrete[J].Materials and Structures,2011,44(1):205-220.
• [61] 赵宏伟.基于骨料强化的再生水泥稳定碎石性能试验研究[J].黑龙江交通科技，2022,45(10):34-36.
• [62] LIMBACHIYA M,MEDDAH M S,OUCHAGOUR Y.Use of recycled concrete aggregate in fly-ash concrete[J].Construction and Building Materials,2012,27(1):439-449.
• [63] XIAO J Z,LI W G,FAN Y H,et al.An overview of study on recycled aggregate concrete in China (1996-2011)[J].Construction and Building Materials,2012,31:364-383.
• [64] XIAO J Z,LI W G,POON C S.Recent studies on mechanical properties of recycled aggregate concrete in China:A review[J].Science China Technological Sciences,2012,55(6):1463-1480.