## 5 Conclusions
(2021) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Effect of water content on lime additive content in vacuum preloading with PVDs. _Mar. Georesources Geotechnol._**2021**, _39_, 333-342. [CrossRef]
* [PERSON] et al. (2019) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Vacuum preloading combined with multiple-flocculant treatment for dredged fill improvement. _Eng. Geol._**2019**, _259_, 105194. [CrossRef]
* [PERSON] and [PERSON] (2017) [PERSON]; [PERSON]. Deformation mechanisms under shallow foundations on liquefiable layers of varying thickness. _Geotechnique_**2017**, _68_, 602-613. [CrossRef]
* [PERSON] et al. (2008) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Revealing the bearing capacity mechanisms of a penetrating spudcan through sand overlying clay. _Geotechnique_**2008**, _58_, 793-804. [CrossRef]
* [PERSON] and [PERSON] (2004) [PERSON]; [PERSON] Displacement and strain paths during plane-strain model pile installation in sand. _Geotechnique_**2004**, _54_, 375-397. [CrossRef]
* [PERSON] et al. (2024) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Effect of water content on clogging of dredged slurry under vacuum preloading from PIV perspective. _Mar. Georesources Geotechnol._**2024**, _42_, 634-646. [CrossRef]
* [PERSON] and [PERSON] (2008) [PERSON]; [PERSON]; [PERSON] The uplift resistance of pipes and plate anchors buried in sand. _Geotechnique_**2008**, _58_, 771-779. [CrossRef]
* [PERSON] and [PERSON] (2011) [PERSON]; [PERSON]. The mechanism of steady friction between seabed pipelines and clay soils. _Geotechnique_**2011**, _61_, 1035-1041. [CrossRef]
* _GB/T 50123-2019_; Standard for Geotechnical Testing Method. Beijing China Planning Publishing House: Beijing, China, 2019. * [PERSON] et al. (2023) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Mechanism and Influence of Dispersants on the Action of Polymer Flocculants Used in Slurry Separation. _Polymers_**2023**, _15_, 4073. [CrossRef]
* [PERSON] and [PERSON] (2001) [PERSON]; [PERSON] Sludge dewaterability and floc structure in dual polymer conditioning. _Adv. Environ. Res._**2001**, \(5\), 129-136. [CrossRef]
* [PERSON] et al. (2014) [PERSON]; [PERSON]; [PERSON] Demonstration of FBRM as process analytical technology tool for dewatering processes via CST correlation. _Water Res._**2014**, _58_, 132-140. [CrossRef]
* [PERSON] and [PERSON] (2010) [PERSON]; [PERSON] Modeling the Relationship between Capillary Suction Time and Specific Resistance to Filtration. _J. Environ. Eng._**2010**, _136_, 983-991. [CrossRef]
* [PERSON] et al. (2020) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Compression and consolidation behaviors of lime-treated dredging slurry under vacuum pressure. _Eng. Geol._**2020**, _270_, 105573. [CrossRef]
* [PERSON] et al. (2023) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Effects of Granular Gradation on the Compressibility and Permeability of Lime-Stabilized Slurry with High Water Content. _Appl. Sci._**2023**, _13_, 4101. [CrossRef]
* [PERSON] et al. (2024) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Effects of lime and polymer flocculants on consolidation behaviours of high-water content sludge. _Mar. Georesources Geotechnol._**2024**, _42_, 1783-1794. [CrossRef]
* [PERSON] et al. (2023) [PERSON]; [PERSON]; [PERSON]; [PERSON] The effect of PVD layout on the consolidation characteristics of dredged slurry under vacuum preloading. _Front. Mar. Sci._**2023**, _10_, 1213820. [CrossRef]
* [PERSON] (2000) [PERSON] Flocculation and dewatering. _Int. J. Miner. Process._**2000**, _58_, 223-236. [CrossRef]
* [PERSON] et al. (1998) [PERSON]; [PERSON]; [PERSON]; [PERSON] Behavior of organic polymers in drinking water purification. _Chemosphere_**1998**, _37_, 1045-1061. [CrossRef]
* [PERSON] et al. (2023) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Flocculation and dewatering of the Kaolin slurry treated by single- and dual-polymer flocculants.