[1] 甘肃省文物考古研究所. 秦安大地湾新石器时代遗址发掘报告(上、下). 北京: 文物出版社, 2006.[2] 甘肃省博物馆文物工作队. 秦安大地湾405号新石器时代房屋遗址. 文物, 1983(11): 15-20.[3] 李最雄. 我国古代建筑史上的奇迹. 考古, 1985(8): 741-747.[4] 李最雄. 世界上最古老的混凝土. 考古, 1988(8): 751-756.[5] 李玉香. 话说阿嘎土. 中国西藏, 1995(1): 33.[6] 李最雄, 汪万福, 王旭东, 等. 西藏布达拉宫壁画保护修复工程报告. 北京: 文物出版社, 2008.[7] 姜怀英, 葛苏-彭措朗杰, 王明星. 西藏布达拉宫修缮工程报告.北京: 文物出版社, 1994.[8] Moropoulou A, Biscontin G, Bakolas A, et al. Technology and behavior of rubble masonry. Constr. Build. Mater., 1997, 11(2): 119-129.[9] John J Hughes, Simon J Cuthbert. The petrography and microstructure of medieval lime mortars from the west of Scotland: implications for the formulation of repair and replacement mortars. Mater. Struct., 2000, 33(11): 594-600.[10] Maravelaki-Kalaitzakia P, Bakolasb A, Karatasiosc I, et al. Hydraulic lime mortars for the restoration of historic masonry in Crete. Cem. Concr. Res., 2005, 35(8): 1577-1586.[11] Lawrence R M H, Mays T J, Walker P, et al. The use of TG to measure different concentrations of lime in non-hydraulic lime mortars. J. Therm. Anal. Calorim., 2006, 85(2): 377-382.[12] Hanley R, Pavía S. A study of the workability of natural hydraulic lime mortars and its influence on strength. Mater. Struct., 2008, 41(2): 373-381.[13] Adel El-Turki, Richard J. Ball, Margaret A. Carter, et al. Effect of dewatering on the strength of lime and cement mortars. J. Am. Ceram. Soc., 2010, 93(7): 2074-2081.[14] Victoria I. Pingarrón Alvarez.Performance analysis of hydraulic lime grouts for masonry repair. Presented to the faculties of the University of Pennsylvania in partial fulfillment of the requirements for the degree of master of science in historic preservation, 2006.[15] Moropoulou A, Bakolas A, Bisbikou K. Physico-chemical adhesion and cohesion bonds in joint mortars imparting durability to the historic structures. Constr. Build. Mater., 2000, 14(1): 35-46.[16] Moropoulou A, Bakolas A, Bisbikou K. Investigation of the technology of historic mortars. J. Cult. Herit., 2000, 1(1): 45-58.[17] Sabbioni C, Zappia G, Riontino C, et al. Atmospheric deterioration of ancient and modern hydraulic mortars. Atmos. Environ., 2001, 35(3): 539-548.[18] Sabbioni C, Bonaza A, Zappia G. Damage on hydraulic mortars: the Venice Arsenal. J. Cult. Herit., 2002, 3(1): 83-88.[19] Biscontin G, Birelli M P, Zendri E. Characterization of binders employed in the manufacture of Venetian historical mortars. J. Cult. Herit., 2002, 3(1): 31-37.[20] Fasssina V, Favaro M, Naccari A, et al. Evaluation of compatibility and durability of a hydraulic lime-based plasters applied on brick wall masonry of historical buildings affected by rising damp phenomena. J. Cult. Herit., 2002, 3(1): 45-51.[21] Mosquera M J, Benitez D, Perry S H. Pore structure in mortars applied on restoration. Effect on properties relevant to decay of granite buildings. Cem. Concr. Res., 2002, 32(12):1883-1888.[22] Lanas J, Pérez Bernal J L, Bello M A, et al. Mechanical properties of natural hydraulic lime-based mortars. Cem. Concr. Res., 2004, 34(12): 2191-2201.[23] Pavía S, Toomey B. Influence of the aggregate quality on the physical properties of natural feebly-hydraulic lime mortars. Mater. Struct., 2008, 41(3): 559-569.[24] 彭反三. 天然水硬性石灰. 石灰, 2009(3): 44-48. |