Search results

., Via Camozzi, 124 - 24121 Bergamo, Italy 3University of British Columbia, Civil Engineering Department, 6250 Applied Science Lane, Vancouver, BC Canada V6T 1Z4 aadriano.reggia@unibs.it, bs.sgobba@itcgr.net, cfabio.macobatti@unibs.it, dczanotti@civil.ubc.ca, efausto.minelli@unibs.it, fgiovanni.plizzari@unibs.it Keywords: bridge pier, cracking, fiber reinforced concrete, jacketing, high performance concrete, numerical analysis, restrained shrinkage.

Universidad nº 3000, C.U, Distrito federal, 04510 6Universidad Autónoma de Baja California, Normal s/n, Parcela 44, 21100 Mexicali, B.C, México. 7Universidad Veracruzana, Campus Xalapa Facultad de Ingenieria Civil – Xalapa, Circuito Aguirre Beltran s/n, Zona Universitaria, 91000, Xalapa, Veracruz, Mexico  y Campus Boca del Río Av.
Journal of Materials in Civil Engineering, Vol. 15, 2003. pp. 344-353

As usual, Electroceramics (M2), Shaping (P2), Engineering ceramics and composites (03) and Characterisation {GI) were the most popular sessions representing 50% of the contributions; with Ceramic powders (Pl) and Refractories-traditional (M4), 70% of papers are included within six topics.
Ceramics and cements are granular materials where microstructurc engineering is required for optimizing properties.
ln 1756, the British engineer Smeaton re-built the Eddystone Lighthouse, near Plymouth, by using a concrete admixture whose gray color was similar to that of Portland rocks, hence the name of "Portland cement". 1n 181 7, the French engineer Vicat elucidated the cause of hardening in "hydraulic lime", where the presence of silica impurities allows the development of the C-S-H by "pozzolanic reaction". 1n 1824, the British engineer Aspdin took a patent for a material that was produced by firing a synthetic mixture of limestone and clay.
J1 civil engineering, the main parameter is compressive strength after 28 days of cure (crc), but the strength continues to evolve over years.
Portland cements are mainly used in civil engineering and high-alumina cements have applications in refractories, but there are other cements and other applications.

Sedimentary Clays as Geopolymer Precursor Mostefa F.1,a, Bouhamou1,b*, Mesbah H.A.2,c, Aggoune S.3,d, Mekhatria D.4,e 1Laboratory of Construction transport and Protection of Environment "LCTPE", University of Abdelhamid Ibn Badis, Mostaganem, Algeria. 2Laboratory of Civil Engineering and Mechanical Engineering (LGCGM) - IUT de Rennes, France. 3Laboratoire de Mécanique et Matériaux de Génie Civil (L2MGC) de l’université de Cergy-Pontoise, France. 4Department of Process Engineering, University of Abdelhamid Ibn Badis, Mostaganem, Algeria.
Chemical Engineering Journal. 89 (2002) 63-73
Key Engineering Materials. 650 (2015) 91-104 [22] P.
Aguilar : Characterization of geopolymers obtained by alkaline activation of metakaolin with high iron content, Sustainable Solution in Structure Engineering and Construction, ISEC Press (2014)

An Appraisal of Stability of a Highway Retaing Wall on a Reservoir Bank ShenYupeng1, Dong Shuhai2 LiuYongpin3 1Department of Civil Engineering, Beijing Jiaotong University Beijing, 10044, China; 2CCCC Third Harbor Consultants Co., Ltd, 200032, Shanghai 3China Railway Eryuan Engineering Group Co.
Supported by National natural science foundation of China (No. 50908012) References [1] JTG D30—2004, Code for subgrade design[S], Beijing: China Communications Press.,2004 (in Chinese); [2] JTG 004-89, Specifications of earthquake resistant design for highway engineering, Beijing: Ministry of transport of the People’s Republic of China,1989 (in Chinese); [3] GB 50111-2006, Code for seismic design of railway engineering, Beijing: China Planning Press, 2006(in Chinese)
Akışb, Analysis of a highway embankment failure associated with the 1999 Düzce, Turkey earthquake[J], Soil Dynamics and Earthquake Engineering,2005, 25(3): 251-260; [4] Aurelian C.
Sidle, Earthquake-induced displacements of gravity retaining walls and anchor-reinforced slopes[J], Soil Dynamics and Earthquake Engineering, 2009, 29(3): 428-437; [5] Ali Azad, S.
Shahab Yasrobi, Ali Pak, Seismic active pressure distribution history behind rigid retaining walls[J], Soil Dynamics and Earthquake Engineering, 2008, 28(5): 365-375; [6] P.N.

Chinese Jounal of Geotechnical Engineering, 2003, 23(1): 123–126.
Chinese Jounal of Geotechnical Engineering, 2011, 33(1): 420–425.
Journal of materials in civil engineering. 2008, 9: 571-577
Geotechnical Engineering Research Report.
Berkeley: Dept of Civi1 Engineering, University of California, 1980.

Maulana: Impact of Plastic Labelling, Coloring and Printing on Material Value Conservation in the Products of Secondary Recycling, Key Engineering Materials, vol. 773 (2018), pp. 384-389
Damanhuri: Study of Recycle Performer Distribution of Mineral Plastic Bottle Waste (Case Study: Bandung City), Environmental Engineering Department, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Bandung (2009)
Jeremia: Plastic Packaging Material Value Conservation and Evident of the Consumers’ Acceptance, Key Engineering Materials, vol. 773 (2018), pp. 390-395
Hapsari: Plastic Packaging Material Value Conservation and the Structure of Stakeholder Role, Key Engineering Materials, vol. 773 (2018), pp. 396-404
Nurcahyo: Impact of Plastic Packaging Design on the Sustainability of Plastic Recyclers, International Journal of Applied Science and Engineering (2019). 16, 1: 25-33.

LTD of Lan Zhou Jao Tong University, Gansu, Lanzhou, 745000, China 4Southwest Jiaotong University, Chengdu 610031, China 5construction engineering Co.
LTD of Xinjiang production and construction corps., Xinjiang uygur autonomous region, urumqi,830001 6Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Gansu, Lanzhou, 730070, China 7Lanxin railway Xinjiang the CO.
In the world the application of such large-scale this type of new structure, whether it can bring many engineering hidden trouble or not has caused the attention of engineering and controversial.
Baochun Chen.Beijing: People's traffic press. 1999 [2]The application of concrete filled steel tube arch bridge engineering theory.
(Detroit,Michigan,1994) [7] W.R.LORMAN,The theory of concrete creep,Proc.ASTM.,40,pp.1082-102(1940) [8] A.D.ROSS,Concrete creep date,The Structural Engineer,15,pp.314-26(Londom,1937)

Seismic Vulnerability of Long-span Continuous Rigid Frame Bridge with High Pier based on Fiber model and IDA Method Yin Gu1, a, Weidong Zhuo1, b and Wenting Zheng1, c 1College of Civil Engineering, Fuzhou University, Fujian, P.
EARTHQUAKE RESISTANT ENGINEERING AND RETROFITTING, Vol. 27 (2005), p.57-62.
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, Vol.25(2005),p.43-48.
Doctor’s thesis, Edited by institute of engineering mechanics, china seismological bureau.
Earthquake Engineering and Structural Dynamics, Vol.31(2002),p.491-514 [8] J.Agarwal,J.

Test study on effects of temperature, sand mix ratios and dry density on soil water characteristic curves of bentonite-sand mixtures Xiang-wei FANG1, a, Chun-ni SHEN2, b, Chun-hai LI1, Long WANG1 1Chongqing Key Laboratory of Geomechanics & Geoenvironmental Protection, Department of Civil Engineering, Logistical Engineering University, Chongqing 401311, China 2Chongqing University of Science and Technology, Chongqing 401331, P.R.
Engineering Geology，2002, (64)：147-156
Engineering Geology，2005, (81)：213-226
Journal of ggeotechnicail and geoenvironmental engineering，2004, 30(2)： 205-209
Chinese Journal of Rock Mechanics and Engineering，2011, 30(2)：382-390