supported by the Key R&D Program Social Development Project of Jiangsu Province(Grant No.BE2023800);the Natural Science Foundation of China(Grant No.42377166);the National Key R&D Program of China(Grant No.2023YFC3709600)。
The application of microbially induced carbonate precipitation(MICP)in clayey soils has attracted much attention,and many studies used clay as an additive to enhance microbial mineralization efficiency in sandy soils....
supported by the National Natural Science Foundation of China(Grant No.52378330);National Key R&D Program of China(Grant No.2015BAB07B06);Scientific Research Foundation of Graduate School of Southeast University(Grant No.YBPY2162).
Various industrial waste binders(IWBs)are being recycled in soil stabilization to save cement consumption.However,the coupled effects brought out by combined IWBs on stabilized soils are still unclear.IWBs are categor...
Comprehensive data from in situ and laboratory tests in residual soil have been presented by Zhang et al.(2023).A number of issues addressed in the paper have been the interest of the discussers,namely the characteris...
funded by the National Natural Science Foundation of China(Grant No.51578147);Fundamental Research Funds for the Central Universities(Grant No.2242020R20025);Ningxia Science and Technology Department(Grant No.2020BFG02014).
In most coastal and estuarine areas,tides easily cause surface erosion and even slope failure,resulting in severe land losses,deterioration of coastal infrastructure,and increased floods.The bio-cementation technique ...
support for this work was provided by the National Natural Science Foundation of China(Grant Nos.41772339,41877281,and 52178372).
This study aimed to reveal the influence of different free-iron-oxides contents on the strength and deformation characteristics of in situ lateritic soil.A test method that combined the selective chemical dissolution ...
financial support from the 111 Project(Grant No.B17009);the Liaoning Revitalization Talents Program(Grant No.XLYCYSZX1902).
The study of clastic rock failure evolution under true triaxial stress is an important research topic;however,it is rarely studied systematically due to the limitation of monitoring technology.In this study,true triax...
Microbial-induced carbonate precipitation(MICP)and enzyme-induced carbonate precipitation(EICP)are two bio-cementation techniques,which are relatively new methods of ground improvement.While both techniques share some...
This paper was financially supported by the National Natural Science Foundation of China(Grant No.41972285);the Youth Innovation Promotion Association CAS(Grant No.2018363);Key R&D projects of Hubei Province,China(Grant No.2021BAA186).
Because of the cementation inherited from the parent rock,weathered granitic soil is usually susceptible to disturbance,which poses considerable challenges for laboratory characterization.The cone penetration test wit...
The authors would like to acknowledge the support of the EC project‘SURE-Novel Productivity Enhancement Concept for a Sustainable Utilization of a Geothermal Resource-RIA’(CEC 654662,H2020).
Effective elastic properties of porous media are known to be significantly influenced by porosity.In this paper,we investigated the influence of another critical factor,the inter-grain cementation stiffness,on the eff...
This study was financially supported by the Natural Science Foundation of China(Grant No.42007246);the Fundamental Research Funds for the Central Universities(Grant No.2242022k30055);Indo-U.S.Science and Technology Forum(Grant No.IUSSTF/AUG/JC/047/2018).
Calcareous sand is widely present in coastal areas around the world and is usually considered as a weak and unstable material due to its high compressibility and low strength.Microbial-induced calcium carbonate precip...