|
|
|
|
|
Mihai Deju
The preparation of annual consolidated financial statements, in the context of the existence of group companies, represents a relatively new problematic issue for accounting practitioners, the world of the academia, as well as for the regulating bodies i...
ver más
|
|
|
|
|
|
|
|
|
|
|
Martina Zuena, Patrizia Tomasin, Dória Costa, José Delgado-Rodrigues and Elisabetta Zendri
The combination of multiple physical, chemical and biological factors causes the weathering of limestone used in the field of cultural heritage. To overcome the limitations of traditional consolidating products and to meet the requirements of the histori...
ver más
|
|
|
|
|
|
|
|
|
|
|
Song-Hun Chong
Soil consolidation as the dissipation of excess pore water pressure is mainly affected by the relative hydraulic conductivity among the layers. Geostatistical parameters such as the mean, the standard deviation, and the correlation length are physical in...
ver más
|
|
|
|
|
|
|
|
|
|
|
Anthonia Taye Odeleye
Pág. 27 - 34
The Central Bank of Nigeria?s (CBN) recent reform to consolidate the banking sector through drastic increase to #25billion as minimum capital base of any bank led to a remarkable reduction in the number of banks from 89 to 24 in 2005; changed their mode ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Cristina Ciuraru-Andrica
The preparation and disclosure of the financial statements of a group of enterprises involves some consolidation techniques. The Literature presents many techniques, but in practice are used two of them. They will be described first of all in a particula...
ver más
|
|
|
|
|
|
|
|
|
|
|
Yuefu Zhou, Wenlong Han, Dong Su and Xiangsheng Chen
The degree of soil nonuniformity consolidation varies continuously with the passage of consolidation time and is accompanied by nonlinear alterations in soil parameters. Existing theoretical models often assume a constant relationship between the paramet...
ver más
|
|
|
|
|
|
|
|
|
|
|
Xiao Zhang, Zhi Ding, Shao-Heng He, Gui-Di Zhang, Miao-Miao Sun and Tang-Dai Xia
Based on the lateral consolidation compression experiment of remolded soil simulating the effects of pile driving and soil squeezing, in this paper, the microstructures of soil with different degrees of lateral consolidation were investigated by a scanni...
ver más
|
|
|
|
|
|
|
|
|
|
|
Charles D. Taylor, Dagney Faulk, Pamela Schaal
Pág. 155 - 175
During the period of 2008 to 2012, four consolidation attempts occurred under Indiana?s Government Modernization Act: two proposing city?county consolidation and two proposing town?township consolidation. The town?township mergers received overwhelming s...
ver más
|
|
|
|
|
|
|
|
|
|
|
Chen-Xiang Dai, Qiong-Fang Zhang, Shao-Heng He, An Zhang, Hua-Feng Shan and Tang-Dai Xia
In this study, to explore the microstructure deformation mechanism of marine soft marine soil under cyclic loading, we analyzed the dynamic properties of soft marine soil under cyclic loading via dynamic consolidation compression testing. Then, using Ima...
ver más
|
|
|
|
|
|
|
|
|
|
|
Zan Xu, Penglu Cui, Wengui Cao, Xingyi Zhang and Jiachao Zhang
The vacuum preloading method effectively strengthens soft soil foundations with vertical drainage, which produces a smear effect when laying sand drains. Meanwhile, the seepage of pore water and soil deformation during consolidation exhibit nonlinear cha...
ver más
|
|
|
|
|
|
|
|
|
|
|
Sang Hyun Jun and Hyuk Jae Kwon
This paper proposes representative constitutive relationship equations of dredging and reclamation soft soil in Korea. The marine soft soils were sampled at 23 dredged-reclaimed construction sites in the Busan, Gwangyang, and Incheon regions in Korea; th...
ver más
|
|
|
|
|
|
|
|
|
|
|
Chong Jiang, Zexiong Shi and Li Pang
The construction of offshore wind power pile foundations on artificial islands is a challenging task due to soil consolidation and additional loads that result in negative skin friction (NSF). In this study, a comprehensive pile?soil interaction model is...
ver más
|
|
|
|
|
|
|
|
|
|
|
Weijia Ma, You Qin, Fei Gao and Qi Wu
The shear modulus is an essential parameter that reflects the mechanical properties of the soil. However, little is known about the shear modulus of coral sand, especially under complex consolidation conditions. In this paper, we present the results of a...
ver más
|
|
|
|
|
|
|
|
|
|
|
Hussein Khan,John M. Luiz
AbstractPurpose: The study explores how forces of disruption and innovation affect the printing industry in an emerging market context and how incumbent firms respond to the challenges associated with these forces.Design; methodology approach: The resear...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ricardo Morais Lanes, Marcelo Greco and Valerio da Silva Almeida
This paper presents a numerical methodology to analyze frame structures supported on footing foundations subjected to slow strains caused by consolidation settlements. A building project on a subsurface layer of soft soil has been analyzed. The Boundary ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Lin Long, Zhida Li and Yunyu Li
To describe and predict the creep deformation of Changsha red loam (including sandy soil and silty clay) in China, an empirical creep model was proposed based on a laboratory consolidation compression test. Two classical soil layers were sampled from the...
ver más
|
|
|
|
|
|
|
|
|
|
|
Zuzana Slí?ková, Dita Frankeová and Milo? Drdácký
The effects of the double and the multiple application (2 to 6) of Calosil® (IBZ-Salzchemie GmbH, Halsbruecke, Germany) E25, IP 25 and E50 products were studied on Maastricht limestone, which is characterized by high porosity and large pores. Both destru...
ver más
|
|
|
|
|
|
|
|
|
|
|
Da Peng, Jingshan Bo, Chaoyu Chang, Xiaobo Li, Yushi Duan and Wenhao Qi
This study aims to explore the differences between the loess and landslide deposits, focusing on aspects such as particle distribution, consolidation characteristics, and the dynamic shear modulus. Through a series of experiments, the research reveals th...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ling Fan, Zhize Xun and Shuquan Peng
Based on an improvement project of soft soil ground in Zhuhai City on the Pearl River Delta, a comparative study on vacuum preloading and surcharge preloading was performed. The ground and stratified settlements, excess pore water pressure, and the degre...
ver más
|
|
|
|
|
|
|
|
|
|
|
Do Nam Binh, Nguyen Thi Hoang Oanh and Nguyen Hoang Viet
In this paper, the influence of mechanical milling on the microstructural evolution and magnetic properties of Al82Fe14Ni4 alloys prepared by mechanical alloying is investigated. The elemental powder mixture was processed under argon gas at 250 rpm and 3...
ver más
|
|
|
|
|
|