Deep Mixing Technology for Liquefaction Mitigation
Publication: Journal of Infrastructure Systems
Volume 5, Issue 1
Abstract
The emergence of new technologies is largely dependent on critical examination of the current state of relevant technologies. Accordingly, this paper aims to present the latest advancements in the issues related to deep mixing technology when applied as a countermeasure against liquefaction. Various remedial measures based on the solidification concept are discussed. The basic issues related to various applications of deep mixing for liquefaction, design considerations, and seismic response analysis are examined. A number of case histories is presented, along with the latest progress in new pertinent technologies currently under investigation in Japan. A conceptual framework is proposed for liquefaction mitigation of existing structures. The research needed for further investigation using deep mixing technology for liquefaction is summarized.
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References
1.
Adalier, K., Elgamal, A., and Martin, G. R. (1998). “Foundation liquefaction countermeasures for earth embankments.”J. Geotech. and Geoenvir. Engrg., ASCE, 124(6), 500–517.
2.
Ando, Y., Tsuboi, H., Yamamoto, M., Harada, K., and Nozu, M. ( 1995). “Recent soil improvement methods for preventing liquefaction.” Proc., Earthquake Geotech. Engrg., Balkema, Rotterdam, The Netherlands, 1011–1016.
3.
Babasaki, R., Suzuki, K., Saitoh, S., Suzuki, Y., and Kazuya, T. ( 1991). “Construction and testing of deep mixing foundation improvement using the deep mixing method.” STP-1089, ASTM, 224–233.
4.
Babasaki, R., Suzuki, K., and Suzuki, Y. ( 1992). “Centrifuge tests on improved ground for liquefaction.” Proc. 10th World Conf. on Earthquake Engrg., Balkema, Rotterdam, The Netherlands, 1461–1464.
5.
Baez, J. I., and Henry, J. F. ( 1983). “Reduction of liquefaction potential by compaction grouting at Pinopolis West Dam, SC.” Geotech. Spec. Publ. No. 35: Geotechnical practice in dam rehabilitation, ASCE, Reston, Va.
6.
Baig, S., Picornell, M., and Nazarian, S. (1997). “Low strain shear modulus of cemented sands.”J. Geotech. and Geoenvir. Engrg., ASCE, 123(6), 540–545.
7.
Baker, W. H. ( 1985). “Embankment foundation densification by compaction grouting.” Proc., Issues in Dam Grouting, W. H. Baker, ed., ASCE, Reston, Va., 104–122.
8.
Baker, W. H., and Schmertmann, J. ( 1983). Subsurface densification test program, St. Johns River Power Plant Park units 1 and 2, final rep., Hayward Baker, Odenton, Md.
9.
Boulanger, R. W., Mejia, L. H., Harder, L. F., Kanakari, H., and Rice, J. ( 1993). “Compaction grouting of liquefiable soils at the CWOC site.” Proc., 7th Annu. Symp., Vancouver Geotech. Soc., Vancouver, B.C., Canada.
10.
Civil Engineering . (1997). “Deep soil mix wall—a first for Wisconsin.” American Society of Civil Engineers, Reston, Va., 67(6), 18.
11.
Clough, G. W., Iwabuchi, J., Rad, N. S., and Kuppusamy, T. (1989). “Influence of cementation on liquefaction of sands.”J. Geotech. Engrg. Div., ASCE, 115(8), 1102–1117.
12.
Crockford, R. M., and Bell, A. L. ( 1996). “Compaction grouting in the UK—a review.” Proc., 2nd Int. Conf. on Ground Improvement Geosystems, Tokyo, 279–284.
13.
Donovan, N. C. ( 1984). “Site improvement in a sensitive environment.” Proc., Int. Conf. on In Situ Soil and Rock Reinforcement, Presses de l'Ecole National des ports et Chaussees, Paris.
14.
Finn, W. D. L., Lee, K. W., and Martin, G. R. (1977). “An effective stress model for liquefaction.”J. Geotech. Engrg. Div., ASCE, 103(6), 517–533.
15.
Frydman, S., Shaal, B., Baker, R., Steinbach, J., Horn, H., and Hendron, D. (1980). “Liquefaction study of cemented sand.”J. Geotech. Engrg. Div., ASCE, 106(3), 275–297.
16.
Fukutake, F., and Matsuoka, H. ( 1989). “A unified law for dilatancy under multidirectional simple shear.” Proc., Japan Soc. of Civ. Engrs., Tokyo, 412, 145–151.
17.
Fukutake, F., Ohtuski, A., and Yoshimi, Y. ( 1995). “A new soil cement block system for protecting piles in liquefiable ground.” Proc., Earthquake Geotech. Engrg., Balkema, Rotterdam, The Netherlands, 605–610.
18.
Fukutake, F., and Ohtuski, A. ( 1995). “Three dimensional liquefaction analysis of partially improved ground.” Proc., Earthquake Geotech. Engrg., Balkema, Rotterdam, The Netherlands, 851–856.
19.
Gambin, M. P. ( 1991). “Lateral static densification at Monaco-Design, Construction and Testing, Deep Foundations Improvements.” ASTM STP-1089, M. I. Ersing and R. C. Bachus, eds., ASTM, Philadelphia, 248–265.
20.
Hayden, R. F., and Baez, J. I. ( 1994). “State of the practice for liquefaction mitigation in North America.” Int. workshop on remedial treatment of liquefiable soils, Public Works Research Inst., Tsukuba, Japan, July 4–6.
21.
Hussin, J. D., and Ali, S. ( 1987). “Soil improvement at the Trident submarine facility.” Geotech. Spec. Publ. No. 12: Soil improvement—a ten year update, J. P. Welch, ed., ASCE, Reston, Va., 215–231.
22.
Iai, S., Matsunaga, Y., and Kameoka, T. ( 1992). “Strain space plasticity model for cyclic mobility.” Soils and Found., 32(2), 1–15.
23.
Inatomi, T., Kazama, M., and Imamura, T. ( 1985). “Model tests on vibrational characteristics of improved ground by deep mixing method.” Tech. Note No. 520, Port and Harbour Res. Inst., Nagase, Japan, 1–38 (in Japanese).
24.
Inatomi, T., Kazama, M., and Ohtsuka, K. ( 1986). “Observation and analysis of seismic response of floating type improved ground by deep mixing method.” Rep. of the Port and Harbour Res. Inst., 25(4).
25.
Ishihara, K. ( 1976). Fundamentals of soil dynamics . Kajima Publications (in Japanese).
26.
JSSMFE. ( 1988). Soil stabilization methods, from survey, design to construction . Japanese Society of Soil Mechanics and Foundation Engineering, Tokyo, p. 230 (in Japanese).
27.
Kerwin, S. C., and Stone, J. J. (1997). “Liquefaction failure and remediation: King Harbor Redondo beach, California.”J. Geotech. and Geoenvir. Engrg., ASCE, 123(8), 760–768.
28.
Koga, Y., Taniguchi, E., Nakasumi, K., and Kurinami, K. ( 1986). “Shaking table tests on sandy ground liquefaction measures by deep mixing.” Proc., 41st Annu. Soil Stabilization Method Conf., Japan Society of Civil Engineers, Tokyo, 3, 201–202 (in Japanese).
29.
Koga, Y., Taniguchi, E., Nakasumi, K., Matsuda, T., and Suzuki, Y. ( 1987). “Shaking table tests on DMM method against liquefaction of surrounding ground of semi-buried structures.” Proc., 22nd Japan Nat. Conf. on Soil Mech. and Found. Engrg., Tokyo, 777–780 (in Japanese).
30.
Koga, Y., Matsuo, O., Eda, M., Itoh, K., and Suzuki, Y. ( 1988). “Shaking table tests on dmm method as a countermeasure against liquefaction of sandy ground (part 2)—effects of improved ground in grid configuration against liquefaction.” Proc., 23rd Japan Nat. Conf. on Soil Mech. and Found. Engrg., JSSMFE, Tokyo, 1019–1020 (in Japanese).
31.
Koseki, J., and Koga, Y. ( 1991). “Shaking table tests on dynamic earth pressure of liquefied ground.” Proc., 46th Japan Nat. Conf. on Soil Mech. and Found. Engrg., JSSMFE, Tokyo, 3, 224–225 (in Japanese).
32.
Kubodera, I., Koga, Y., and Koseki, J. ( 1990). “Research on the effectiveness of deep mixing as a countermeasure agaianst liquefaction, verification of effectiveness by centrifugal tests.” Proc., 4th Civ. Engrg. Conf., Japan Society of Civil Engineers, Tokyo, 434–435 (in Japanese).
33.
Matsuo, O., Koseki, J., Kubodera, I., Suzuki, Y., Nishioka, S., and Fukada, H. ( 1991). “Deep mixing method as a countermeasure against liquefaction of sandy ground.” Symp. on Countermeasure against Liquefaction of Ground, Japanese Society of Soil Mechanics and Foundation Engineering, Tokyo, 243–250 (in Japanese).
34.
Matsuo, O., and Shimazu, T. ( 1994). “Experimental study of design procedures for the deep mixing method used as a liquefaction prevention measure in embankments.” Civ. Engrg. J., 36(7).
35.
Matsuo, O., Shimazu, T., Goto, Y., Suzuki, Y., Okumura, R., and Kuwabara, M. ( 1996). “Deep mixing method as a liquefaction prevention measure.” Proc., 2nd Int. Symp. on ground improvement geosystems, Tokyo, 521–526.
36.
Matsuo, O. ( 1996). “Damage to river dikes.” Soils and Found., special issue, 235–240, Japanese Geotechnical Society.
37.
Mejia, L. H., and Boulanger, R. W. ( 1995). “A long-term test of compaction grouting for liquefaction mitigation.” Proc., Earthquake-Induced Movements and Seismic Remediation of Existing Found. and Abutments, S. L. Kramer and R. Siddharthan, eds., ASCE, Reston, Va.
38.
Mitchell, J. K., Baxler, C. D. P., and Munson, T. ( 1995). “Performance of improved ground during earthquakes.” Geotechnical Special Publication No. 49: Soil improvement for earthquake hazard mitigation, ASCE, Reston, Va., 1–36.
39.
Munfakh, G. A. ( 1997). “Ground improvement engineering—the state of the US practice.” Ground Improvement, J. ISSMFE, 1, 193–214.
40.
PHRI. ( 1997). Handbook of liquefaction remediation of reclaimed land . Balkema, Rotterdam, The Netherlands.
41.
Porbaha, A. ( 1998a). “State of the art in deep mixing technology, Part I: Basic concepts.” Ground Improvement, J. ISSMGE, 2(2), 81–92.
42.
Porbaha, A. ( 1998b). “Ground improvement engineering—the state of the US practice, Discussion to the paper No. GI-030.” Ground Improvement, J. ISSMGE, 2(4), 189–190.
43.
Porbaha, A., Tanaka, H., and Kobayashi, M. ( 1998). “State of the art in deep mixing technology, Part II: Applications.” Ground Improvement, J. ISSMGE, 2(3), 125–139.
44.
Quinn, G. A., and Stilley, A. N. ( 1989). “Compaction grouting to improve liquefiable dam foundation.” Proc., 25th Symp. on Engrg. Geol. and Geotech. Engrg., R. J. Watters, ed., Balkema, Rotterdam, The Netherlands, 189–196.
45.
Ryan, C. R., and Jasperse, B. H. ( 1989). “Deep soil mixing at the Jackson Lake Dam.” Geotech. Special Publ. No. 22: Proc., Congress on Found. Engrg: Current Principles and Practice, ASCE, Reston, Va., 1, 354–367.
46.
Sakuma, M., Suzuki, K., and Yamamoto, T. ( 1993). “Earthquake protection measures at downstream dikes of the Shinano River.” Proc., 11th meeting of Japan Soc. of Civ. Engrs., Niigata River, 171–176 (in Japanese).
47.
Salley, J. R., Foreman, B., Baker, W., and Henry, J. F. ( 1987). “Compaction grouting test program Pinopolis West Dam.” Proc., Soil Improvement—A 10-Year Update, ASCE, Reston, Va., 245–269.
48.
Saxena, S. K., Reddy, K. R., and Avamidis, A. S. (1988). “Liquefaction resistance of artificially cemented sand.”J. Geotech. Engrg. Div., ASCE, 114(12), 1395–1413.
49.
Schmertmann, J., Baker, W., Gupta, R., and Kessler, K. ( 1986). “CPT/DMT OC of ground modification at a power plant.” Proc., In Situ '86, Spec. Conf., ASCE, Reston, Va., 985–1001.
50.
Seed, H. B., and Idriss, I. M. (1967). “Analysis of soil liquefaction, Niigata earthquake.”J. Soil Mech. and Found. Engrg. Div., ASCE, 93(3), 83–108.
51.
Suzuki, Y., Tokitoh, K., Saitoh, S., Tomonaga, T., and Yamamoto, M. ( 1988). “Antiliquefaction foundation method by solidification.” Constr. Technol. Method, 444 (in Japanese).
52.
Suzuki, Y., Tokito, K., Suzuki, Y., and Babasaki, J. ( 1989). “Applied examples of antiliquefaction foundation ground improvement method by solidification method.” Found. Engrg., 17(9).
53.
Suzuki, K., Babasaki, R., and Suzuki, Y. ( 1991). “Centrifuge tests on liquefaction proof foundation.” Proc., Centrifuge 91, Balkema, Rotterdam, The Netherlands, 409–415.
54.
Suzuki, Y., Satoshi, S., Sadatomo, O., Kimura, T., Uchida, A., and Okumura, R. ( 1996). “Grid-shaped stabilized ground improved by DMM against liquefaction for building foundation.” Tsuchi-to-Kiso, 44(3), 46–48.
55.
Taki, O., and Young, D. ( 1991). “Soil cement mixed wall technique.” Special Publ. No. 27: Geotech. Engineering Congress, ASCE, Reston, Va., 298–309.
56.
Tanaka, Y., Nakajima, Y., and Tsuboi, H. ( 1991). “Liquefaction control works.” Symp. on control of soil liquefaction, Japanese Soc. of Soil Mech. and Found. Engrg., Tokyo, 33–38 (in Japanese).
57.
Tatsuoka, F., and Fukushima, S. ( 1987). “Stress-strain relation of sand for irregular cyclic excitation.” Seiken Kenkyu, Inst. of Industrial Sci., University of Tokyo, 9, 350–359.
58.
Tsuchida, H. ( 1968). “Earth pressure of liquefied sand layer by shaking.” Soils and Found., 16(5), 3–10.
59.
Uchida, K., Shioi, Y., Hirukawa, T., and Tatsuoka, F. ( 1993). “The Trans-Tokyo bay Highway Project, A huge project currently under construction.” Proc., Transp. Fac. through Difficult Terrain, Balkema, Rotterdam, The Netherlands, 57–87.
60.
Umehara, Y., Zen, K., and Yoshizawa, Y. ( 1991). “Design concept of treated ground by premixing method.” GEO-COAST '91, Yokohama, 519–524.
61.
Warner, J., Schmidt, N., Reed, J., Shepardson, D., Lamb, R., and Wong, S. ( 1992). “Recent advances in compaction grouting technology.” Proc., Grouting, Soil Improvement and Geosynthetics, ASCE, Reston, Va., 252–264.
62.
Washida, S., Koda, Y., Koseki, J., Horii, K., and Nishihara, S. ( 1993). “Enclosure method by sheet piling for the embankment on liquefiable ground.” Proc., 28th Annu. Meeting of Japanese Soc. of Soil Mech. and Found. Engrg., Tokyo, 2483–2486 (in Japanese).
63.
Welsh, J. P., and Burke, G. K. ( 1991). “Jet grouting—uses for soil improvements.” Geotech. Engrg. Congr., ASCE, Reston, Va., 1, 334–345.
64.
Welsh, J. P. ( 1997). “State of the art of grouting in North America.” Proc., Grouting and Deep Mixing, Balkema, Rotterdam, The Netherlands, 825–832.
65.
Yamanouchi, K., Kumagai, T., Suzuki, Y., Miyasaki, Y., and Ishii, M. ( 1990). “Liquefaction remedial measures using grid-shaped continuous underground wall.” 25th Japan Nat. Conf. on Soil Mech. and Found. Engrg., Tokyo, 1037–1038 (in Japanese).
66.
Yasuda, S., Hakuno, M., Kobayashi, S., Nagase, H., and Yoshida, T. ( 1991). “Effects of countermeasure for liquefaction using top-shaped concrete blocks.” Symp. on Remediation of Liquefiable Ground, Japanese Soc. of Soil Mech. and Found. Engineering, Tokyo, 285–290 (in Japanese).
67.
Yasuda, S. ( 1993). Report on countermeasures used against liquefaction in Japan during 1985–1990 . Japanese Soc. of Soil Mech. and Found. Engrg., Tokyo (in Japanese).
68.
Yoshida, N. ( 1995). “Shear strain restraint method as a countermeasure against liquefaction.” Lectures on recent technology of countermeasures against liquefaction, and case examples, Institute of Industrial Technology, Tokyo (in Japanese).
69.
Zen, K., Yamazaki, H., Watanabe, A., Yoshizawa, H., and Tamai, A. ( 1987). “Study on a reclamation method with cement-mixed sandy soils—fundamental characteristics of treated soils and model tests on the mixing and reclamation.” Tech. Note No. 579, Port and Harbour Research Institute, Nagase, Japan (in Japanese).
70.
Zen, K. ( 1990). “Development of premixing method as a measure to construct a liquefaction-free reclaimed land.” Tsuchi-to-Kiso, Japanese Soc. of Soil Mech. and Found. Engrg., 38(6), 27–32.
71.
Zen, K., Yamazaki, H., and Satoh, Y. ( 1990c). “Strength and deformation characteristics of treated soil by premixing method.” Report of the Port and Harbour Research Inst., 29(2), 85–118 (in Japanese).
72.
Zen, K., Yamazaki, H., and Nagasawa, K. ( 1991a). “Shaking table tests on liquefaction resistance of soil treated by premixing method.” Proc., 46th Annu. Conf. of the Japan Soc. of Civ. Engrs., Tokyo, 3, 216–217 (in Japanese).
73.
Zen, K., Yamazaki, H., and Nagasawa, K. ( 1991b). “Seismic response characteristics of backfill behind quay wall constructed with a cementtreated sand.” Proc., 26th Japan Nat. Conf. on Soil Mech. and Found. Engrg., Tokyo, 1005–1006 (in Japanese).
74.
Zen, K., Yamazaki, H., and Nagasawa, K. ( 1992). “Dynamic strength and deformation characteristics of a cement-treated sand.” Proc., 27th Japan Nat. Conf. on Soil Mech. and Found. Engrg., Tokyo, 933–934 (in Japanese).
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Journal of Infrastructure Systems
Volume 5 • Issue 1 • March 1999
Pages: 21 - 34
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Received: Apr 10, 1998
Published online: Mar 1, 1999
Published in print: Mar 1999
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