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So, material engineers have to achieve positive interaction between the concrete components and prevent destructive processes in the concrete.
However, construction material engineers pay a few attention to the above characteristics.
Kiyanets, Concrete with recycled polyethylene terephthalate fiber, Magazine of Civil Engineering. 84(8) (2018) 109-118
Nehdi, Effect of Natural Wollastonite Microfibers on Early-Age Behavior of UHPC, Journal of Materials in Civil Engineering. 24(7) (2012) 816-824

Study of earthworms treating municipal wastewater in cold regions Zhifen Li1, a, Tailing Ma2, b 1 Water Resources and Civil Engineering, Inner Mongolia Agricultural University, Hohhot, Inner Mongolia, 010018, China 2 Water Resources and Civil Engineering, Inner Mongolia Agricultural University, Hohhot, Inner Mongolia, 010018, China a Lizhifen0420@126.com, b nmg-hippo@163.com Keywords: Earthworm; swage treatment; cold regions.
[J].Environmental Sanitation Engineering 1996,4(1):18－22.
Environmental engineering, 2001, 19(2):20－23.

Mechanism of Debonding Failure between Reinforced Layer with Stainless Steel Wire Mesh and Polymer Mortar and RC Structures Hua Huang a, Jianling Hou b and Boquan Liu c School of Civil Engineering, Chang’an University, Xi’an , 710061, Shanxi, China aemail: huanghua23247@163.com, bemail: houjianlingkaixin@163.com, cemail: bqliu@chd.edu.cn, Keywords: Stainless Steel Wire Mesh; Polymer Mortar; Rehabilitation; Debonding Failure; Bond-Slip.
The method is gradually used in the field of civil engineering, such as the Reinforcement Project of DongGuan Bridge of Cangzhou in Hebei province, the Reinforcement Project of Sanyuan Bridge in Beijing, and the Reinforcement Project of the Memorial of Zheng chenggong.
At the same time, the bond-slip constitutive relation is established, which can be used in the relative engineering calculation.
G.: Journal of Structural Engineering, ASCE, Vol.127, No. 7(2001), p.784-791 [8] Chen J.F.

Research on the Feasibility of Concrete Incorporating Water Purification Sludge Chung-Hao Wu1,a, Hsien-Sheng Peng2,b and How-Ji Chen2,c 1Department of Civil Engineering, Chung Yuan Christian University, 200 Chung Pei Road, Chung Li District, Taoyuan City, Taiwan 2Department of Civil Engineering, National Chung Hsing University, 145 Xing Da Road, South District, Taichung City, Taiwan achw@cycu.edu.tw, bsamson.peng@msa.hinet.net, chojichen@nchu.edu.tw Keywords: Water Purification Sludge, Compressive Strength, Shrinkage Deformation, Durability.
The compressive strength of the CLSM reached to 5 - 7.5MPa, which meets the engineering requirements of CLSM.
In the production of high-pressure floor tiles, the added amount of WPS could be as high as 100% and 115% by weight of cement, and the tile compressive strength was 23 - 31MPa, which met the engineering requirements of high-pressure floor tile [3].
Tsai, “Beneficial Uses of Sludge from Water Purification Plants in Concrete Mix,” Environmental Engineering Science, 29, 4, pp. 284-289, (2012)
Chen, “Research on the Sludge of Water Purification in Compressed Concrete Paving Units Production,” Asian Conference on Civil, Material and Environmental Sciences, ACCMES-0056, Tokyo, Japan, (2018)

Deepwater Pile Foundation Construction Technology of Xiaoyi Reservoir Bridge Zhongmei Li1, a 1College of Civil Engineering and Architecture, Shandong University of Technology, Zibo, 255049, China alzm_700@163.com Keywords: deepwater pile foundation, steel sheet pile cofferdam, drilling platform; construction work platform Abstract.
Engineering practice proves that this construction scheme can speed up construction schedule, and can ensure the quality of construction, which offers mirrors and references for similar engineering.
Deep Water Pile foundation Construction Overall Scheme [2] In order to guarantee the construction quality, speed up the construction progress, combined with engineering characteristics, finally, erecting a temporary steel trestle bridge in the south of bridge axis is adopted, after comparison of many schemes. 8 # pier to 16 # pier adopt Water piers construction plan with erection of drilling platform and construction platform and steel sheet pile cofferdam.
Main Engineering Construction Pile foundation construction adopts punch to make hole, uses catheter to pour underwater concrete.

Engineering Science Based on Modelling and Simulation (M & S) is defined as the discipline that provides the scientific and mathematical basis for simulation of engineering systems.
In a word, M & S combines knowledge and techniques in the fields of traditional engineering - electrical, mechanical, civil, chemical, aerospace, nuclear, biomedical and materials science - with the knowledge and techniques of fields such as computer science, mathematics and physics, and social sciences.

Therefore, it will be more effective on value creation for their collaboration compared to their separate utilization from engineer perspective.
This paper reports the combined technique between BIM technology and lean construction concept for its application in the cost management of engineering project of the building throughout the life-cycle among BIM mode, the lean cost analysis and control research.
BIM is based on three-dimensional digital technology, which integrates all relevant information construction project engineering data model[3].
All of those studies the basic premise is the process for the civil construction of different participants ( such as architects , structural engineers , builders , etc. ) to provide a platform for mutual cooperation to facilitate timely information for the data to update or revise such as processing, enhanced design coordination and construction feasibility.
[3] Eastman C, Teicholz P, Sacks R, et al.BIM handbook: a guide to building information modeling for owners, managers, designers, engineers and contractors [M].

Taiyuan University of Technology ,Taiyuan , 030024 Shanxi, China, 2Department of Civil Engineering, Taiyuan University, Taiyuan 030009, Shanxi, China ah_s_zhao@126.com, bjihui1965@126.com Keywords: Earthquake-Resistant Structure; Seismic Load; Target Function; Ductility and Cost; Multi-Target Optimization Design Abstract.
The theory and methods presented in this paper, having not only their theory meanings but their practical values, will be helpful for the structural design engineers and the researchers.
First, the designer selects a structure system and determines dimensions of the cross-sections of the corresponding members according to the engineering plan requirements based on his design experience; then according to the Design Code, calculate them to see whether they conform to the Cord or not; if not, adjusting the preliminary dimensions, continues to calculate them until the selected dimensions of the members meet with the code.
In it the computing mechanics, mathematical plan, computer science and engineering are integrated together to optimize the preliminary plan and to get the optimum one.
The design approach proposed in this paper will be helpful for structure design engineers and researchers.

Local analytical solution of one dimension consolidation equation Bo Feng 1, a, Runtao Zhan 1,b and Feng Zhou1,c 1School of civil engineering, Xinyang Normal University, Henan province，China aarbo2000@126.com ,b g_rtzhan@163.com, c zfyjs6@163.com Keywords: consolidation equation; fractional calculus; Laplace transform.
Introduction Complicated load conditions are very common in geotechnical engineering.
When only localized pore water pressure is of interest, the geotechnical engineer has no choice but to first find the solution to the consolidation equation throughout the entire domain, and then particularize the solution to a specific location.
Cohen: Mathematics for Scientists and Engineers, Prentice-Hall (1992) p. 34 [4] N.H.
Yin: Principal and calculation of geotechnical engineering (in Chinese), 2nd Edition(1996), China Water Power Press.

A new Approach for Exact Bending Solutions of Moderately Thick Rectangular Plates with Completely Clamped Support Bo Hu1,a , Qian Huang2,b, Xi-yang Zi1,c 1Hainan Highway Survey and Design Institute,Haikou, China 2Department of Bridge Engineering, Chongqing Jiaotong University, China a99975161@qq.com，b919648580@qq.com，c290636427@qq.com Keywords: Four edges clamped support；Elastic rectangular thick plate bending；Finite integral transform；Exact solution.
Introduction The moderately thick rectangular plate is an important structural component used in various engineering applications such as rigid pavements of airports and highways, houses and bridge decks.
Acknowledgment Bo Hu and Xiyang Zi appreciate the support of the Hainan Highway Survey and Design Institute, Qian Huang appreciate the support of Department of Bridge Engineering of Chongqing Jiaotong University.
Analytical solution for rectangular thin plate on elastic foundation with four edges free by finite Cosine integral transform method.Chinese Journal of Geotechnical Engineering,2006,28(11): 2019-2022
[6] ZHONG Yang, HU Bo, Analytical Solution of Clamped Rectangular Thick Plate by Finite Integral Transform Method, Journal of Civil , Architectural & Environmental Engineering, vol. 31, No. 3 pp. 1-5, 2009