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Incorporate Design of SWH System with High-rise Residential Building in Northern Guangxi Province—Principle of Design and Calculation Jiming Chen1, a, Yi Wei2,b and Daqing Xu3,c 1 Dept. of Architecture and Urban Planning, College of Civil Engineering and Architecture, Guangxi University,Nanning, China 2 Dept. of Architecture and Urban Planning, College of Civil Engineering and Architecture, Guangxi University,Nanning, China 3 Dept. of Architecture and Urban Planning, College of Civil Engineering and Architecture, Guangxi University,Nanning, China a429029967@qq.com , b469715299@qq.com , c25364396@qq.com Keywords: Incorporate design; SWH system; Residential building; Guangxi Province Abstract.
[3] Ruicheng Zheng:Technical Guidebook for Solar Water Heating System of Civil Buildings, p.58, in Chinese

Under highly varying service conditions, reinforced concrete structures and facilities of industrial and civil construction can face an exposure to aggressive environments, which determines the necessity to create, develop and implement efficient and economical materials and coatings for corrosion protection, which will allow ensuring both the structural corrosion resistance and the durability of buildings and constructions in whole.
The creation of modern protective systems for corrosion protection of construction materials and structures through the use of recycled materials reflects the determination of research-and-development engineers not only to preserve the existing anticorrosion properties of the materials which have already proved themselves efficient, but to reduce the costs of new polymer systems development through the creation of new materials and the optimum combination of the existing materials.
Stefanenko, Polymer systems of waterproofing and corrosion protection of building materials and structures, Bulletin of Volgograd State University of Architecture and Civil Engineering.
Series: Civil Eng. and Architecture. 53 (72) (2018) 43-52
Marceau, Microstructure and mechanical properties of polymer-modified mortars, European Journal of Environmental and Civil Engineering, 16 (5) (2012) 571-581

Test and Calculation Model of Thermal Conductivity of Concrete Lin LIUa,* and Jing-Chang WANGb School of Civil Engineering, Shenyang Jianzhu University, Shenyang, China aliumumu118@163.com, b1102652292@163.com *Corresponding author Keywords: Thermal Conductivity of Concrete, Water Content, Hydration Degree Abstract.
The results show that there is a linear relationship between the thermal conductivity and water content at 28d, the higher the hydration degree is, the lower the thermal conductivity of concrete is; the difference between the measured value and the calculated model value is small, and the calculation formula can meet the requirements of engineering calculation.
Due to the great difference and disorder of zeta value, this paper puts forward some suggestions Under the condition of meeting the requirements of engineering calculation and simple calculation, the hydration degree (0<α<0.82) of 1d and 3,concrete blocks under two curing conditions of 45 ºC and 65 ºC and the linearized relationship result of curve fitting between moisture content and thermal conductivity in Figure2 are taken as shown in Table 2.
Therefore, it can be considered that there is little difference between the measured value and the calculated value of thermal conductivity, and formula5 can meet the requirements of engineering calculation.
The difference between the measured value and the calculated value is small, and the calculation formula can meet the requirements of engineering calculation.

Strength test research on cement-soil of peat soil in Kunming Song GAO 1, a, Hui-min ZHAO 1, b, Jing CAO 1, Zhi-gang SONG 1 1 Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, Yunnan 650500 a498882957@qq.com, b374389591@qq.com Keywords: peat soil; cement-soil; cement mixing ratio; curing age; unconfined compressive strength Abstract.
Because soil construction is simple and its low engineering cost and it has the advantage of small operation etc, widely used in foundation treatment and foundation pit engineering and the roadbed filling and water treatment and waste treatment and other fields[1-5].
The peat soil is widely distributed in Dianchi Lake basin, and its engineering property has great difference from ordinary soft clay, and has a larger negative impact on architectural engineering under the engineering geological environment.
Test content Test used peat soil from some engineering field near Dianchi Lake waters in Kunming, and the basic physical and mechanical indexes are shown in table 1.
Journal of Matrials in Civil Engineering, 2001, 13(2): 152-160

An exploratory study on influence of metro works on adjacent tree growth Qian Zhuang1, 2, a, Guoguang Wang3,b, and Shaowu Li1,c 1Civil Engineering School, Tianjin University, Tianjin, China 300072 2Department of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin, China 300384 3Urban Rail Transit System Design and Research Sub-institute, The Third Railway Survey and Design Institute Group Corporation, Tianjin, China 300251 azq@tjuci.edu.cn, bwangguoguang@tsdig.com, clishaowu@tju.edu.cn Key words: metro works, underground tree growing environment, numerical simulation.
Simulation of underground engineering measures, quantity of water absorption of trees and soil heterogeneity can also be conducted.
Brouwer: Civil Engineering.
Gong: Chinese Jounal of Geothchnical Engineering. 2000 (2), p238, In Chinese [3] Information on http://www.chinanews.com [4] H.
Geng: Chinese Journal of Underground Space and Engineering.

The application of Information fusion technology in the intelligence structure safety monitoring of tunnel engineering Hai-yan CHEN 1, a, Wen-bin XIE Guo-qing QIU Suojuan-ZHANG Xiuli-QI2,b 1 Computer Technology Department of Beijing Vocational College of Electronic S&T，China 2 Engineer Information Technology Department of PLA Univ. of Sci. & Tech，Nanjing China achy_pie@sina.com,bkingmorsun@sina.com Keywords: Information fusion; Structure safety monitoring; Tunnel project Abstract.
With the improvement of automatic monitoring level, tunnel engineering structure safety conditions has been accurate and comprehensive reaction through the rich and complex monitoring information.
So far, the domestic and foreign scholars had made a series of research achievements in OFS technology theory and application, such as in civil engineering, hydraulic engineering and aerospace and other fields.
Therefore, in the view of the new OFS technology in underground engineering especially in the safety monitoring of tunnel project, has a good prospect of application.
[4] WANG Hao, GE Xiu-run, and DENG Jian-hu, “Study on Management System Of Monitoring Data In Tunnel Excavation,”Chinese Journal ofRockMechanics and Engineering, 2001,10,pp.1684-1686

The Analysis and Prospect of the Investment Control Task in International and Domestic Engineering Supervision Companies Xingqiang Peng Project Management Department of the School of Civil Engineering And Architecture, Anhui University of Science & Technology, Huainan, Anhui, China 232001 dbld982@sohu.com Keywords: Supervision Companies; Investment Control; Task; Development Trend Abstract.
Furthermore, it has proposed the direction for further development of investment control tasks in engineering supervision companies in China and thus has paved way for the integration between engineering supervision companies and international engineering consulting companies, the globalization of engineering supervision companies and their development as engineering management companies with international competitiveness.
The engineering supervision companies have accumulated rich experience in investment control of construction engineering, but there are still some deficiencies.
The real function of engineering supervision companies in the investment control in China has not lived up to the expectation of popularizing the engineering supervision.
FIDIC Conditions of contract for construction [M]. (1999. 1st Edition) Beijing: China Engineering Industry Press,2002 [3] In Chinese: Association of Engineering Consultants (CAEC).

Rahman6, d 1, 3, 5, 6 Faculty of Civil Engineering, Universiti Teknologi Mara Pahang, Pahang, Malaysia 2, 4 Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia amsyahrul210@pahang.uitm.edu.my, bfadhluhartini@gmail.com, cisha@pahang.uitm.edu.my, dmarzukiar@pahang.uitm.edu.my Keywords: Properties, Special Mortar, Raw Waste Material, Waste Paper Sludge Ash, Bottom Ash Abstract.
Besides, the raw material sources of cement and sand is limited and this issue engages with the ideas to produce new material in mortar and masonry engineering.
Thanks also extend to Faculty of Civil Engineering for providing machine and equipment.
Nagamanib, Strength and Durability Properties of Concrete Containing Quarry Rock Dust as Fine Aggregate, ARPN Journal of Engineering and Applied Sciences. 3 (5) (2008) 20 – 26

Formulation of a Mixture of Nutmeg Shell Waste with Coarse Aggregate for Optimal Compressive Strength Values in Lightweight Concrete Budiman1,a*, Faisal Mahmuddin2,b* 1Department of Civil Engineering, Polytechnic State of Fakfak 1Department of Marine Engineering, Hasanuddin University abudiman@polinef.id, bf.mahmuddin@gmail.com Keywords: Nutmeg shell waste, material, characteristic compressive strength Abstract.
Experiments were carried out at the Materials Science Laboratory for Civil Engineering, Fakfak State Polytechnic with CP percentages of 2.5%, 5% and 7.5% on the weight of the sand.
Procedure for calculating concrete structures for buildings, Standardization Engineering Committee for Construction and Building, Bandung
Building and Civil, vol. 4, p. 40–45, 2018
USU Civil, vol. 2, 2013

The effectiveness of setting and hardening accelerators for sprayed concrete (2012) Magazine of Civil Engineering, 8(34), pp. 72–78, doi: 10.5862/MCE.34.11.
Investigation of carboxylate plasticizer modification potential in modified fine-grained concrete mixes (2012) Magazine of Civil Engineering, 34(8), pp. 42-46, doi: 10.5862/MCE.34.6.
Analysis of the opportunities and the practice of using nanotechnology techniques] (2009) Magazine of Civil Engineering, 6, pp. 25–33.
Perspektivy primeneniya nanobetona v monolitnykh bolsheproletnykh rebrestykh perekrytiyakh s postnapryazheniyem [Prospects of application of nanomodified concrete in monolithic slabs with big span with post-tension] (2009) Magazine of Civil Engineering, 2, pp. 54–58.