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Laboratory Evaluation of Load-Bearing Behavior and Drainage Ability of Pervious Concrete Pavement LAM Tri-Khang1,a, NGUYEN Dinh-Thang2,b, NGO Van-Anh3,c, NINH Hoai Phuong Duy4,d and HUYNH Trong-Phuoc1,e,* 1Faculty of Civil Engineering, College of Engineering, Can Tho University, Campus II, 3/2 Street, Ninh Kieu District, Can Tho City 94000, Vietnam 2Faculty of Automotive Engineering Technology, Vinh Long University of Technology Education, No. 73, Nguyen Hue Street, Vinh Long City 85000, Vinh Long Province, Vietnam 3Faculty of Transportation Engineering, College of Engineering, Can Tho University, Campus II, 3/2 Street, Ninh Kieu District, Can Tho City 94000, Vietnam 4ODA Project Management Unit, Can Tho University, Campus II, 3/2 Street, Ninh Kieu District, Can Tho City 94000, Vietnam altkhang.ts@gmail.com, bthangnd@vlute.edu.vn, cvananh@ctu.edu.vn, dnhpduy@ctu.edu.vn, ehtphuoc@ctu.edu.vn (*Corresponding author) Keywords: Pervious concrete pavement, flexural strength, compressive
Therefore, in response to these challenges, pervious concrete (PC) has become an essential component of modern civil engineering, providing innovative solutions for urban infrastructure and environmental sustainability.
Besides, PCs with mineral additives exhibited higher performance in engineering properties, cost savings, and energy efficiency [8,9].
The infiltration rate (permeability) is a critical engineering characteristic of PC, indicating the rate at which water can pass through the material.

Test Study on Road Performance of Soils Stabilized by Liquid Stabilizer in Seasonally Frozen Regions CHEN Yao1,2,a, TAN Yi-qiu1,b 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin,China 2College of Architectural and Civil Engineering,Heilongjiang University, Harbin, China achenyao170105@126.com,b yiqiutan@163.com Key words: stabilizer,soil, base course,performance,seasonally frozen region ABSTRACT:In seasonally frozen regions, road construction often suffers from low strength,lack of durability, etc.
Chinese Journal of Rock Mechanics and Engineering J., 24(23): 4 313－4 319
Chinese Journal of Geotechnical Engineering J., 20(4): 83－86
“Study on engineering properties of improved soil by GT soil firming agent.”
China Civil Engineering Journal J., 35(3): 82－86.

Shear-lag effects in three-span continuous box girder Yuli Dong 1,a , Yuanyuan Fang1,b, and Junli Lv1,2,c 1 School of Civil Engineering, Harbin Institute of Technology, P.O.
Journal of Bridge Engineering, 7(5), 308-313
Engineering Structures, 24(4), 469-477
Journal of Bridge Engineering, 12(1), 72-79
Proc., Institution of Civil Engineers, Part 2, 63, 881-897

Phenomena of Multicale Fracture of Brittle Materials and Its application to Teaching in Strength Theory WANG Li , RUI Dahu , YANG Jianhui Department of Civil Engineering of Henan Polytechnic University , Jiaozuo, 454000 , China E-mail:wlcjwh@163.com Key words：multi-scale mechanics; strength of materials; brittle materials; numerical simulation Abstract：Multi-scale science is the challenge and opportunity of science in the 21th century, and turbulence of liquid and fracture of solid will be the classical problems of multi-scale mechanics.
So, in the fields of civil engineering and earth science, only the effects on macroscopic mechanics properties caused by changes at mesoscopic level and macroscopic level are considered.
Beyond these, are the failure size scale of engineering structure (failure-SS) and microscopic material size scale (micro-MSS), Fig. 3.
Advances and Prospects for Strength Theory[J].Engineering Mechanics, 2004，Vol.21(6):1～20 [2]Zdenek Bazant.
Two Important Scientific Problems in Engineering Structures——Distributed Damages and Scale Effect [J].Journal of South China University of Technology (Natural Science), 2002,30（11）：11~14 [8]Bazant ZP ,Xiang Y.

Physico-Mechanical Characteristics of Limestone Blocks from the Republic of Moldova Doina-Cezara ALBU Gheorghe Asachi Technical University of Iasi, Faculty of Civil Engineering and Building Services, Prof.
Ahmed, Engineering characteristics of Egyptian limestone, Mining of Mineral Deposits. 13 (2019) 75–81.
Y, Engineering properties of Turkish travertines, Scientific Research and Essays. 6 (2011) 4551–4566.
Mortimore, The engineering description of chalk: its strength, hardness and density, Quarterly Journal of Engineering Geology and Hydrogeology. 35 (2002) 355–361.
Ghimire, Technical Suitability Assessment of Autoclaved Aerated Concrete Block as Alternative Building wall Construction Material; A Case of Nepal, Saudi Journal of Civil Engineering. 4 (2020) 55–67.

Studies on Influence of Tunnel Surrounding Rock Stability Analysis based on Material yield criterions Mukun Huang 1,2,3, a, Xiaoguang Jin 1,2,b ,Yan Wang 1,2,cand Ling Zhu 1,2,b 1College of Civil Engineering, Chongqing University, Chongqing 400030, P.R.
China 2College of Civil Engineering, Chongqing University, Chongqing 400030, P.R.
China 3TY-LIN Engineering Consulting (China) CO.
Chinese Journal of Geotechnical Engineering. 28(6): 735-739(2006) (In Chinese)
Design brief collect for tunnel engineering.

Conference of International Society of Offshore and Polar Engineers ISOPE´2001, Stavanger, VOL IV  Book Series: International Offshore and Polar Engineering Conference Proceedings   Pages: 282-285   Published: 2001
Conference of International Society of Offshore and Polar Engineers ISOPE´2000, Seattle, USA 2000, Copyright by International Society of Offshore and Polar Engineers, vol.
Conference of International Society of Offshore and Polar Engineers ISOPE´99, Brest, France 1999, Copyright by International Society of Offshore and Polar Engineers, ISBN 1-880653-43-5, vol.
Borek, The thermo-mechanical processing of high-manganese austenitic TWIP-type steels, Archives of Civil and Mechanical Engineering 8 (4) (2008) 29-38
Borek, Thermo-mechanical treatment of Fe-Mn-(Al, Si) TRIP/TWIP steels, Archives of Civil and Mechanical Engineering 12 (3) (2012) 299-304

Introduction Concrete and steel are the conventional structural materials in civil engineering field.
Journal of Structural Engineering, 10, 1085-1095
Timber engineering STEP2, Blass H., et al., ed., 1st Ed. , Centrum Hout, Netherlands, E13/1-E13/12
Proceedings of 8th World Conference on Timber Engineering, Vol.2, Lathi, Finland, 59-64
Journal of Structural Engineering, 130(3), 489-497

Difficulties and Countermeasures on Restricting the Development of Project Management Qin Luo Dept. of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China luoqin91@126.com Keywords: project management; construction management; design management.
From the point of engineering investment control, in the project decision-making and design stage affecting project investment comparison between 30% - 70%, and affects the construction stage engineering cost comparison between 5%-25% [2].
However, most current engineering supervision is engineering construction personnel; they have enough professional skills and practical experience.
Strengthen the supervision of engineering and construction market.
Tian, On the cost control in engineering design phase, Construction Economics, 6 (2000) 45-46

Determination of Critical Height of Cut Slope of Red-bed Soft Rock under Seismic Loading Wu Guo-xiong 1, a, Cheng Gao-yun 1, b, Ding Jing-sheng 1, c and Luo Jie 2, d 1School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China 2 Chongqing Architectural Design Institute, Chongqing 400012, China awgx_ph.d@163.com, bcheng_gao_yun@hotmail.com, c13883693697@163.com , dro820512@sina.com Key words: red-bed soft rock; cut slope; seismic loading; finite difference method; strength reduction; critical height Abstract: The widespread red-bed soft rock, characterized by its poor engineering properties as road building materials, plus the frequent large intensity earthquakes necessitates growing attention on the seismic design of cut slope in the west region of Yunnan province, China.
Introduction The widespread red-bed soft rock in the west region of Yunnan province is characterized by bad engineering properties, which impose adverse impacts on the construction and operation of highways built in this region [1].
(Kyoto Unvi, Kyoto 1963) [3] LIU Yuan-liang, ZHOU Wei-heng: Rock Mechanics and Engineering.
Vol. 99(1973), p. 421-427 [9] CHEN Yu-min, XU Ding-ping: Fundamentals of FLAC/FLAC3D and application in engineering cases.
USA, 1997) [11] XU Guang-xing, YAO Ling-kan and Zhao-hong: Chinese Journal of Geotechnical Engineering.