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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Mori, Akira / Tamura, Masahito (1986): Engineering Property Of Strength In Sands Stabilized By Silicate Grout. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 370 (June 1986).

    https://doi.org/10.2208/jscej.1986.370_113

  2. Mori, Akira / Tamura, Masahito / Aoki, Koji (1991): Permeation Limit Of Grouts With Ultra-fine Granular Materials. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 426 (February 1991).

    https://doi.org/10.2208/jscej.1991.426_237

  3. Mori, Akira / Tamura, Masahito / Satoh, Youichi (1990): Solidified Shapes In Stratified Deposits By Chemical Grouting And The Governing Condition. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 418 (June 1990).

    https://doi.org/10.2208/jscej.1990.418_239

  4. Kurihara, Kazuo / Mori, Akira / Tamura, Masahito (1989): Experimental Study On The Suitable Slurry Pressure In A Slurry Type Shield. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 409 (September 1989).

    https://doi.org/10.2208/jscej.1989.409_37

  5. Mori, Akira / Tamura, Masahito / Haraguchi, Ken-ichi (1989): Solidified Shapes By Short Gel Time Grouts In Sandy Ground And The Governing Condition. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 406 ( 1989).

    https://doi.org/10.2208/jscej.1989.406_157

  6. Mori, Akira / Tamura, Masahito / Komine, Hideo (1988): Mechanism For The Improvement Of Cohesive Soils By Chemical Grouting And The Governing Condition. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 400 ( 1988).

    https://doi.org/10.2208/jscej.1988.400_55

  7. Kurihara, Kazuo / Mori, Akira / Tamura, Masahito (1988): Experimental Study On Fracturing Phenomenon By Mud Suspension In Slurry Type Shield. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 397 (September 1988).

    https://doi.org/10.2208/jscej.1988.397_95

  8. Mori, Akira / Tamura, Masahito / Chun, Byung Sik (1987): Mechanism Of Hydraulic Fracturing In Sandy Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 388 (December 1987).

    https://doi.org/10.2208/jscej.1987.388_61

  9. Mori, Akira / Tamura, Masahito / Hirano, Manabu (1987): The Injected Shapes By Long Gel Time Grouts In Sandy Ground And The Governing Condition. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 388 (December 1987).

    https://doi.org/10.2208/jscej.1987.388_131

  10. Mori, Akira / Tamura, Masahito (1986): Cohesion And Dilatancy Of Sands Stabilized By Chemical Grout. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 370 (June 1986).

    https://doi.org/10.2208/jscej.1986.370_123

  11. Mori, Akira / Kurihara, Kazuo / Mori, Hitoshi / Kondou, Keiji (1991): The Mechanism Of The Increases Of The Pore Water Pressure In Sandy Soils By Tunnel Driving With Slurry Type Shield. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 430 (June 1991).

    https://doi.org/10.2208/jscej.1991.430_115

  12. Mori, Akira / Sugimoto, Takao / Tasiro, Ikuo / Tanaka, Tadasi (1992): Experimental Studies On Ground Displacements Caused By Pulling Out The Sheet Pile Walls In Soft Clay. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 454 (September 1992).

    https://doi.org/10.2208/jscej.1992.454_113

  13. Tamura, Masahito / Mori, Akira / Suh, Jeeweon (1993): Fundumental Study On Fracturing Of Soils And Cohesive Materials. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 475 (September 1993).

    https://doi.org/10.2208/jscej.1993.475_19

  14. Yoneda, Shunichi / Okabayashi, Shigeo / Tamura, Masahito / Mori, Akira (1994): Engineering Properties And Micro Structures Of Fine Sands Injected With Suspension Grouts Of Ultra-fine Granular Cement And Supplementary Waterglass. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 493 (June 1994).

    https://doi.org/10.2208/jscej.1994.493_109

  15. Kaga, Munehiko / Mori, Akira (1994): Basic Study On Chemical Stability And Strength Durability Of Silicate Grout Sand. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 496 (August 1994).

    https://doi.org/10.2208/jscej.1994.496_31

  16. Akagi, Hirokazu / Komiya, Kazuhito / Suzuki, Shuichi / Yamazaki, Hirohumi / Mori, Akira (1995): Deformation Due To Secondary Injection During Shield Work In Soft Clayey Ground And Its Sinkage Prevention Effects. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 511 (March 1995).

    https://doi.org/10.2208/jscej.1995.511_13

  17. Hayashi, Hideo / Mori, Akira (1996): One Proposal On The Design Of Nonwoven Geotextile Filter Layer Considering Permeability Due To Clogging. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 553 (December 1996).

    https://doi.org/10.2208/jscej.1996.553_155

  18. Mori, Akira / Kaga, Munehiko (2001): Critical Pressure And Mechanism Of Impermeability Of Joint Plane Used A New Water-expansion Rubber Material Of Injection Type. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 686 (September 2001).

    https://doi.org/10.2208/jscej.2001.686_135

  19. Yuan, Dajun / Koizumi, Atsushi / Mori, Akira (2002): Experimental Study On Hydraulic Fractures In Cohesive Soil Grounds By Slurry Pressure. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (March 2002).

    https://doi.org/10.2208/jscej.2002.701_55

  20. Kaga, Munehiko / Mori, Akira (2003): Cretical Impermeability Pressure Of Irregularity Joint Plane Used A New Water-expansion Rubber And Condition Of Installation About Leak Prevent Seal. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 728 (March 2003).

    https://doi.org/10.2208/jscej.2003.728_175

  21. Mori, Akira / Tamura, Masahito (1986): Effect of Dilatancy On Permeability in Sands Stabilized by Chemical Grout. In: Soils and Foundations, v. 26, n. 1 (March 1986).

    https://doi.org/10.3208/sandf1972.26.96

  22. Mori, Akira / Tamura, Masahito (1987): Hydrofracturing Pressure of Cohesive Soils. In: Soils and Foundations, v. 27, n. 1 (March 1987).

    https://doi.org/10.3208/sandf1972.27.14

  23. Mori, Akira / Tamura, Masahito / Fukui, Yoshihiro (1989): Distribution of Grouts in Solidified Region on Chemical Grouting. In: Soils and Foundations, v. 29, n. 4 (December 1989).

    https://doi.org/10.3208/sandf1972.29.4_127

  24. Mori, Akira / Tamura, Masahito / Fukui, Yoshihiro / Idemitsu, Kei (1991): Injected Shapes by Chemical Grouting with High Jetting Pressure and Low Injection Rate. In: Soils and Foundations, v. 31, n. 4 (December 1991).

    https://doi.org/10.3208/sandf1972.31.4_209

  25. Mori, Akira / Tamura, Masahito / Fukui, Yoshihiro (1991): Laboratory Studies on Some Factors Related to Fracturing Pressure of Cohesive Soils. In: Soils and Foundations, v. 31, n. 1 (March 1991).

    https://doi.org/10.3208/sandf1972.31.222

  26. Mori, Akira / Tamura, Masahito / Fukui, Yoshihiro (1990): Fracturing Pressure of Soil Ground by Viscous Materials. In: Soils and Foundations, v. 30, n. 3 (September 1990).

    https://doi.org/10.3208/sandf1972.30.3_129

  27. Mori, Akira / Tamura, Masahito / Komine, Hideo / Ogawa, Yuji (1993): A Method of Determine the Critical Injection Rate Considering Permeated Shapes in Chemical Grouting. In: Soils and Foundations, v. 33, n. 3 (September 1993).

    https://doi.org/10.3208/sandf1972.33.3_159

  28. Mori, Akira / Tamura, Masahito / Moriyama, Kenkichi / Uesawa, Mitsuru / Hideo, Komine (1994): Field Tests on Estimation of the Solidified Shape in Chemical Grouting. In: Soils and Foundations, v. 34, n. 2 (June 1994).

    https://doi.org/10.3208/sandf1972.34.2_131

  29. Mori, Akira / Mori, Mitsuo / Emoto, Yukitsu / Abe, Michio / Tamura, Masahito (1994): Laboratory Study on the TV-Value as an Index to Estimate the Grouting Effect in Sandy Ground. In: Soils and Foundations, v. 34, n. 2 (June 1994).

    https://doi.org/10.3208/sandf1972.34.2_123

  30. Noda, Kotaro / Nakashima, Naohisa / Moriyama, Takumi / Mori, Akira / Watabe, Keiji / Tamura, Takahiro (2020): Development of methods to detect hibernation sites of Tokyo Daruma pond frog (Pelophylax porosus porosus) using the PIT Tag system.. In: Ecology and Civil Engineering, v. 22, n. 2 (March 2020).

    https://doi.org/10.3825/ece.22.165

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