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Evaluations of Nano-sized Hydrated Lime on the Moisture Susceptibility of Hot Mix Asphalt Mixtures Junan Shen1, Zhaoxing Xie2, Feipeng Xiao3, Wenzhong Fan4 1,2,3, Suzhou University of Science and Technology, China 1,2Georgia Southern University, USA 4Suzhou Traffic Engineering Group Cooperation, Suzhou, China 1shenjunan@hotmail.com 2xzx9898@163.com 3 fpxiao@gmail.com 4 fanwenzhong2000@sohu.com Keywords: Nano lime; Anti-stripping additive; Indirect tensile strength; Flow; Toughness Abstract: The objective of this study was to evaluate the effect of nano-sized hydrated lime on the moisture susceptibility of the hot mix asphalt (HMA) mixtures in terms of three methodologies to introduce into the mixtures.
The engineering properties of coarse and fine aggregate sources are shown in Table 1.
Journal of Materials in Civil Engineering, Vol. 19, No. 6, pp. 475-483 [2] Kringos, N., Scarpas, A., Copeland, A., Youtcheff, J., 2008, Modelling of combined physical-mechanical moisture-induced damage in asphaltic mixes Part 2: Moisture susceptibility parameters, International Journal of Pavement Engineering, v 9(2), p129-151 [3] Xiao F. and Amirkhanian S.N. 2009, Laboratory investigation of moisture damage in rubberized asphalt mixtures containing reclaimed asphalt pavement, International Journal of Pavement Engineering, Vol.10, No.5, pp.319-328 [4] Taylor, M.

Zhou 1 1 Department of Hydraulic Engineering, Tsinghua University, Beijing, China 2 Civil & Structural Engineering Department, The HongKong Polytechnic University, China 3 Center for Rockbursts & Induced Seismicity Research, Northeastern University, Shenyang, China Keywords: Coalescence mode, Confining effect, Perpendicular distance, Traction coalescence Abstract.
The mechanism of failure occurred in brittle medium due to crack nucleation, propagation and coalescence under confingment condition is one of the most important concerns in rock mechanics and rock engineering.
Rock Mech.min.Sci., 35(2), (1998), p.147-164 [7] R.H.C.Wong, P.Lin, et al: Key Engineering materials,183-187 (2000), p.857-862 [8] P.Lin, R.H.C.Wong, et al: Key engineering materials, 183-187 (2000), p.809-814 [9] C.A.Tang, P.Lin, et al: Int.

Influence of Restraining Stiffness on Mechanical Properties of Suspen-Dome Jiamin Guo 1,a, Shilin Dong 2,b,Xingfei Yuan2,c, Yongli Hou3,d 1College of Ocean Environment and Engineering, Shanghai Maritime University, Shanghai, 200135,China; 2Space Structures Research Center, Zhejiang University, Hangzhou 310027, China 3Civil Engineering Institute, Inner Mongolia University of Technology,Huhhot, 010051, china aguojiamin@zju.edu.cn.com , b dsl2008@zju.edu.cn,c yuanxf@zju.edu.cn,d yl_hou@163.com Keywords：Radial Restraining Stiffness; Suspen-Dome; Mechanical Response; Single Layer Lattice Shell Abstract: Suspen-dome is a kind of large-span prestressed hybrid structure, To understand the influence of radial restraining stiffness to structural mechanical response, and to ensure radial restraining stiffness reliable during designing, a rib 3 type suspen-dome and corresponding single layer lattice shell were selected, their static response under different radial restraining stiffness were
China Civil Engineering Journal,2009,41(12):1-7.
Earthquake Engineering and Engineering Vibration,2005,25(1):67-75.

Application Analysis of Comprehensive Advanced Geological Prediction in Karst Tunnel Chengliang Wang1,a, Mingzhou Bai1,b , Yanqing Du 1,c and Xing Kuang 1,d 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044 a10115286@bjtu.edu.cn, bmzhbai@bjtu.edu.cn, c 50794253@qq.com, d 28026533@qq.com Keywords: comprehensive advanced geological prediction; karst tunnel; geo-analysis; geophysical probing technique Abstract: Based on the DaDu mountain tunnel of new construction ShangHai-KunMing high-speed railway, combine with field geology investigation of the tunnel address area comparative analysis TRT advanced geological prediction, infrared probe water, ground penetrating radar advance geological forecasting and tunnel design data, aimed at fault fracture zone, high-pressure water-rich belt, the karst fissures developmental situation may have in construction period of DaDu mountain tunnel, carried out the comprehensive advanced geological prediction and then combined
As for this, for tunneling projects with complicated geological conditions, engineers have to adopt combined approaches and technologies to comprehensively predict geological condition for the tunneling project according to the practical situation in the disaster area, conducting all-sided analysis, utilizing the advantages of different approaches and to achieve the best prediction effect[1~3].
Advanced Prediction of Comprehensive Geological Condition Firstly, engineering and hydro-geological information of the construction area shall be comprehensively analyzed to fully recognize the geological condition of the tunneling area, to explicit the distribution of soluble rock, structural development, surface drainage, lowest erosion basis, subsurface stream, as well as weak, fracture, water-bearing stratum, fault fracture zone and other special geological zones, so as to figure out the prediction focal point and to formulate the prediction plan.
By contrast, based on macro geological analysis and short-distance prospecting, comprehensive geological prediction technology provides engineers with all-sided and three-dimensional information about the geological body distribution in front of the tunneling face.
Geomorphology, 67(1): 115–126. ( In Chinese) [3] LIU Hao-jie. 2007.Study on Geologic Analytical Means on Karst Advanced Forecasting of Tunnel Engineering on Yichang-Wanzhou Railway.

Water jet vacuum dust suppression device used to tunnel development Jian Liu1, a, Na He1 ,Yinwen Wu1 and Jin Liu1 1 Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China aanyonell@126.com Keywords: tunnel development, water jet and vacuum dust suppression, heading face Abstract.
Since the reform and opening up, tunnel and underground engineering developed rapidly in china.
To this end, the majority of researchers and field engineers and technicians, a lot of theoretical research and testing, research and exploration of high-pressure spray, water curtain dust, ventilation and dust, filter dust and other dust measures, however, there are some inadequacies in the implementation process.
Expressed in the parameters of the jet characteristics, but the most common continuous water jet engineering applications, people are most concerned about is the basic parameters, namely, a jet of hydrostatic pressure (referred to as the jet pressure), the jet flow, velocity, and power recoil kinetic parameters and structural parameters of the initial segment of the jet length, jet width.
Journal of engineering thermal physical 2002(4): 421-424 [5] Qulan Zhou, Tongmo Xu, ShiEn Hui.

It aspires to make a meaningful contribution to the expanding body of knowledge pertaining to Al 6082 welding, offering valuable insights to engineers, scientists, and industries aiming to harness the full potential of this exceptional alloy in their applications.
Key Engineering Materials 890 (2021): 66-75
Archives of civil and mechanical engineering 15.1 (2015): 133-141
MD thesis, Department of Materials Science and Engineering, Indian Institute of Technology Hyderabad, Telangana, India (2012)
IOP Conference Series: Materials Science and Engineering.

Ahmad Tajudin3,c 1,2,3Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, 86400, Parit Raja, Johor, Malaysia. aaliptbe.2009@yahoo.com, baeslina@uthm.edu.my , csaifulaz@uthm.edu.my Keywords: solidification/stabilization, leachability, heavy metals, agricultural wastes, adsorption.
Javaid, Removal of arsenic from water using pine leaves, Journal of the Taiwan Institute of Chemical Engineers.43 (2012) 256-263
Ismadjia, Performance of durian shell waste as high capacity biosorbent for Cr(VI) removal from synthetic wastewater, Ecological Engineering.37 (2011) 940-947
Mandal, Removal of Cr(VI) from aqueous solution by Eichhorniacrassipes root biomass-derived activated carbon, Chemical Engineering Journal.185-186 (2012) 71-81
Kirupha, A.Murugesan, S.Sivanesan, Removal of Cd(II) from aqueous solution by agriculturalwaste cashew nut shell, Korean Journal of Chemical Engineering. 29(2012) 756–768

Risk Assessment Method and Protection Goals of High Concrete Gravity Dam Subjected to Far-Field Underwater Nuclear Explosion Lu Lu1,a, Xin Li2,b, Jing Zhou2,c 1Faculty of Architecture and Civil Engineering,Huaiyin Institute of Technology, Beijing Road, No. 89,Huai'an City,223001,China 2The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 110624, China allzhxy@aliyun.com, blixin@dlut.edu.cn, czhoujing@dlut.edu.cn Keywords: Concrete gravity dam; Underwater nuclear explosion; Environmental pollution; Damage spectrum, Protection goals.
Therefore, it has important scientific significances and high practical engineering application values to study damages prediction and protection system of the concrete gravity dam by the action of far-field deep-water explosion.
[7] W.F.Chen, S.Charles: Earthquake Engineering handbook, Boca Raton, FL:CRC Press(2003) [8] G.J.Bureau, G.D.Ballentine: A comprehensive seismic vulnerability and loss assessment of the State of South Carolina using HAZUS.7th National Conference on Earthquake Engineering,Boston.(2002) [9] L.Zhang, S.S.Hu, D.X.Chen, et al: Spall characteristics of concrete materials”, Explosion and Shock waves , (2008) ,28(3),193-199.

Comparison Experimental Tests of Behavior of the Slab-Column Structure after Removal of the Corner Support with Simplified Models Describing the Mechanism of Destruction Miroslaw Wieczorek1,a* 1 Department of Building Structures, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 st.,44-100 Gliwice, Poland amiroslaw.wieczorek@polsl.pl Keywords: reinforced concrete, progressive collapse, failure stage, slab structures, ultimate limit theory of slabs Abstract: The paper deals with the boundary state of the load-bearing capacity of a fragment of a slab-column structure in an emergency situation caused by the removal of a support at its corner.
Wieczorek, Influence of the Location of the Column on the Load Capacity of a Slab-Column Connection for the Inner Column after Punching, Procedia Engineering, Volume 57, 2013
Wieczorek, Idea of a simplified model to determination of the load capacity of an inner slab-column connection after its punching, Procedia Engineering, Volume 65, 2013
Wieczorek, Load-bearing capacity of reinforcing bars in the zone of the slab-column connection determined experimentally and in the result of numerical calculations, Procedia Engineering, Volume 65, 2013
Wieczorek, Investigations Concerning the Corner Part of the Reinforced Concrete Structures in the Emergency of Removing the Corner Support, Procedia Engineering, Volume 65, 2013

VDI/VDE 2600-1: Identification, classification and proof of capability of measurement processes This challenge is being addressed by the Association of German Engineers VDI in Technical Committee 1.12 – Capability of Measurement Processes where the guideline VDI/VDE 2600-1 [12] was developed and is soon due for release.
Being one of the series of lectures delivered at the Institution of Civil Engineers, session 1882-83.
Data & Knowledge Engineering 16(3), 191–222
International Journal of Metrology and Quality Engineering 1(1), 1–6
Qualitätsmanagement für Ingenieure: Mit 116 Tabellen, Engineering online library.